PIPATPONGSA Thirapong

Last Update: 2020/04/28 09:42:43

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Name(Kanji/Kana/Abecedarium Latinum)
PIPATPONGSA Thirapong/ピパットポンサー ティラポン/Pipatpongsa, Thirapong
Primary Affiliation(Org1/Job title)
Graduate Schools Engineering/Associate Professor
Faculty
Org1 Job title
工学部
Contact Address
Type Address(Japanese) Address(English)
Office 〒615-8540京都市西京区京都大学桂C1-2-236 京都大学大学院工学研究科 都市社会工学専攻 ジオマネジメント工学講座 土木施工システム工学分野(大津宏康研究室) Construction Engineering and Management (Prof. Ohtsu Hiroyasu Laboratory) Division of Geo-Management, Department of Urban Management, Graduate School of Engineering C1-2-236, Kyoto University, Katsura Campus Nishikyo-ku, Kyoto, 615-8540, JAPAN
E-mail Address
pipatpongsa.thirapong.4s @ kyoto-u.ac.jp
Academic Degree
Field(Japanese) Field(English) University(Japanese) University(English) Method
修士(工学) 金沢大学
博士(工学) 東京工業大学
Personal Profile
(Japanese)
数値地盤力学・粒状体モデルによる斜面安定解析の研究に従事し,地盤や土構造物の挙動予測への精度向上および効率化を目的とした材料特性実験を始め,物理模型実験,地盤構成則,数値計算手法および現場適用に関する研究課題に取組んでいる.同時に、国際共同研究を通じて,現地問題解決に向けた適応可能な技術を開発し,地下エネルギー資源開発,地域地盤環境,自然災害予測への研究成果の活用によって,地盤力学分野に貢献している.
(English)
My works involve the development of experimentally realizable theories for efficient prediction of ground behaviors and soil-structure interactions through laboratory experiment, physical modelling, constitutive modelling and field measurement with engineering applications in coal mining, geo-environment and geo-hazard towards international collaborations.
Language of Instruction
Language(japanese) Language(english) Code
タイ語
英語
中国語
ORCID ID
https://orcid.org/0000-0001-7530-7347
researchmap URL
https://researchmap.jp/read0069392
Research Topics
(Japanese)
アーチ効果に基づく地盤や土構造物の挙動の予測に関する研究
(English)
Arching effects in geo-materials and soil-structure interactions
Overview of the research
(Japanese)
本研究では,地震による堤防破壊のメカニズムを把握するために,堤防が圧密沈下した際の堤防下部の応力にアーチ効果が働き,拘束応力が減少することに着目しています。そして,液状化への抵抗力がどのように低下するのかを検討するために,極限解析および盛土模型実験を行っています。
(English)
Embankments stability against earthquakes are investigated by highlighting that initial stress states influenced by passive arch action across a basal deflection play a dominant role in the mechanisms of weakening resistance against liquefaction.
Fields of research (key words)
Key words(Japanese) Key words(English)
地盤防災 Geo-disaster prevention
土質力学 Soil mechanics
岩盤工学 Rock engineering
地盤の挙動 Ground behavior
地盤環境工学 Geoenvironmental engineering
Published Papers
Author Author(Japanese) Author(English) Title Title(Japanese) Title(English) Bibliography Bibliography(Japanese) Bibliography(English) Publication date Refereed paper Language Publishing type Disclose
Samuel Comfort Wanjala, Thirapong Pipatpongsa, Tan Nguyen Samuel Comfort Wanjala, Thirapong Pipatpongsa, Tan Nguyen Samuel Comfort Wanjala, Thirapong Pipatpongsa, Tan Nguyen Experimental realization of incipient active failure in sand heap by seismic loading Experimental realization of incipient active failure in sand heap by seismic loading Experimental realization of incipient active failure in sand heap by seismic loading Granular Matter, 22, 2 Granular Matter, 22, 2 Granular Matter, 22, 2 2020/05/01 Refereed Research paper(scientific journal) Disclose to all
Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins ACTA GEOTECHNICA, 14, 6, 2103-2122 ACTA GEOTECHNICA, 14, 6, 2103-2122 ACTA GEOTECHNICA, 14, 6, 2103-2122 2019/12 Refereed English Research paper(scientific journal) Disclose to all
T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu Stress distribution in conical sand heaps at incipient failure under active and passive conditions Stress distribution in conical sand heaps at incipient failure under active and passive conditions Stress distribution in conical sand heaps at incipient failure under active and passive conditions International Journal of Solids and Structures, 168, 1-12 International Journal of Solids and Structures, 168, 1-12 International Journal of Solids and Structures, 168, 1-12 2019/08/15 Refereed Research paper(scientific journal) Disclose to all
Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Experimental studies of floor slip tests on soil blocks reinforced by brittle shear pins Experimental studies of floor slip tests on soil blocks reinforced by brittle shear pins Experimental studies of floor slip tests on soil blocks reinforced by brittle shear pins INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 13, 1, 1-8 INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 13, 1, 1-8 INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 13, 1, 1-8 2019 Refereed English Research paper(scientific journal) Disclose to all
Ohtsu Hiroyasu, Pipatpongsa Thirapong, Kitaoka Takafumi, Ito Shunichiro, Yabe Mitsuru, Suttisak Soralump Ohtsu Hiroyasu, Pipatpongsa Thirapong, Kitaoka Takafumi, Ito Shunichiro, Yabe Mitsuru, Suttisak Soralump Characteristics of Fine Particle Distribution at Cut Slope and Fill Slope Comprising Weathered Granite Characteristics of Fine Particle Distribution at Cut Slope and Fill Slope Comprising Weathered Granite Characteristics of Fine Particle Distribution at Cut Slope and Fill Slope Comprising Weathered Granite Materials transactions, 59, 11, 1723-1730 Materials transactions, 59, 11, 1723-1730 Materials transactions, 59, 11, 1723-1730 2018/11 English Disclose to all
Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Boonchai Ukritchon, Rithy Ouch, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis KSCE JOURNAL OF CIVIL ENGINEERING, 22, 5, 1730-1741 KSCE JOURNAL OF CIVIL ENGINEERING, 22, 5, 1730-1741 KSCE JOURNAL OF CIVIL ENGINEERING, 22, 5, 1730-1741 2018/05 Refereed English Research paper(scientific journal) Disclose to all
K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka, H. Ohtsu K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka, H. Ohtsu K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka, H. Ohtsu Failure of undercut slope due to groundwater seepage studied by physical models Failure of undercut slope due to groundwater seepage studied by physical models Failure of undercut slope due to groundwater seepage studied by physical models ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018 ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018 ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018 2018 Refereed Research paper(international conference proceedings) Disclose to all
Cheowchan Leelasukseree, Phutchara Sangkhaphan, Natthawat Chanwised, Thirapong Pipatpongsa Cheowchan Leelasukseree, Phutchara Sangkhaphan, Natthawat Chanwised, Thirapong Pipatpongsa Cheowchan Leelasukseree, Phutchara Sangkhaphan, Natthawat Chanwised, Thirapong Pipatpongsa Precipitation and inverse velocity responses of an undercut slope at Mae Moh Mine, Lampang, Thailand Precipitation and inverse velocity responses of an undercut slope at Mae Moh Mine, Lampang, Thailand Precipitation and inverse velocity responses of an undercut slope at Mae Moh Mine, Lampang, Thailand ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018 ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018 ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018 2018 Refereed Research paper(international conference proceedings) Disclose to all
OHTSU Hiroyasu, THIRAPONG Pipatpongsa, KITAOKA Takafumi, ITO Shunichiro, YABE Mitsuru, SORALUMP Suttisak 大津 宏康, Pipatpongsa Thirapong, 北岡 貴文, 伊東 俊一郎, 矢部 満, Suttisak Soralump OHTSU Hiroyasu, THIRAPONG Pipatpongsa, KITAOKA Takafumi, ITO Shunichiro, YABE Mitsuru, SORALUMP Suttisak A Study on Characteristics of Fine Particle Distribution at Cut Slope and Fill Slope Comprising Weathered Granite 風化花崗岩切土・盛土斜面における細粒分の分布特性に関する検討 A Study on Characteristics of Fine Particle Distribution at Cut Slope and Fill Slope Comprising Weathered Granite Journal of the Society of Materials Science, Japan, 67, 3, 346-353 材料, 67, 3, 346-353 Journal of the Society of Materials Science, Japan, 67, 3, 346-353 2018 Japanese Disclose to all
Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Finite element analyses of the stability of a soil block reinforced by shear pins Finite element analyses of the stability of a soil block reinforced by shear pins Finite element analyses of the stability of a soil block reinforced by shear pins GEOMECHANICS AND ENGINEERING, 12, 6, 1021-1046 GEOMECHANICS AND ENGINEERING, 12, 6, 1021-1046 GEOMECHANICS AND ENGINEERING, 12, 6, 1021-1046 2017/06 Refereed English Research paper(scientific journal) Disclose to all
Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa, Mohammad Hossein Khosravi Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane MAEJO INTERNATIONAL JOURNAL OF SCIENCE AND TECHNOLOGY, 10, 3, 313-329 MAEJO INTERNATIONAL JOURNAL OF SCIENCE AND TECHNOLOGY, 10, 3, 313-329 MAEJO INTERNATIONAL JOURNAL OF SCIENCE AND TECHNOLOGY, 10, 3, 313-329 2016/09 Refereed English Research paper(scientific journal) Disclose to all
Mohammad Hossein Khosravi, Thirapong Pipatpongsa, Jiro Takemura Mohammad Hossein Khosravi, Thirapong Pipatpongsa, Jiro Takemura Mohammad Hossein Khosravi, Thirapong Pipatpongsa, Jiro Takemura Theoretical analysis of earth pressure against rigid retaining walls under translation mode Theoretical analysis of earth pressure against rigid retaining walls under translation mode Theoretical analysis of earth pressure against rigid retaining walls under translation mode SOILS AND FOUNDATIONS, 56, 4, 664-675 SOILS AND FOUNDATIONS, 56, 4, 664-675 SOILS AND FOUNDATIONS, 56, 4, 664-675 2016/08 Refereed English Research paper(scientific journal) Disclose to all
Mohammad Hossein Khosravi, Jiro Takemura, Thirapong Pipatpongsa, Mehdi Amini Mohammad Hossein Khosravi, Jiro Takemura, Thirapong Pipatpongsa, Mehdi Amini Mohammad Hossein Khosravi, Jiro Takemura, Thirapong Pipatpongsa, Mehdi Amini In-Flight Excavation of Slopes with Potential Failure Planes In-Flight Excavation of Slopes with Potential Failure Planes In-Flight Excavation of Slopes with Potential Failure Planes JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 142, 5 JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 142, 5 JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 142, 5 2016/05 Refereed English Research paper(scientific journal) Disclose to all
Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa Rithy Ouch, Boonchai Ukritchon, Thirapong Pipatpongsa Stability of Soil Block on Low Interface Friction Plane with and without Side Supports Stability of Soil Block on Low Interface Friction Plane with and without Side Supports Stability of Soil Block on Low Interface Friction Plane with and without Side Supports ENGINEERING JOURNAL-THAILAND, 20, 2, 123-145 ENGINEERING JOURNAL-THAILAND, 20, 2, 123-145 ENGINEERING JOURNAL-THAILAND, 20, 2, 123-145 2016 Refereed English Research paper(scientific journal) Disclose to all
T. Takeyama, A. Ikeda, E. Nakayama, M. Taya, I. Kobayashi, T. Pipatpongsa, H. Ohta T. Takeyama, A. Ikeda, E. Nakayama, M. Taya, I. Kobayashi, T. Pipatpongsa, H. Ohta T. Takeyama, A. Ikeda, E. Nakayama, M. Taya, I. Kobayashi, T. Pipatpongsa, H. Ohta Microscopic image of meta-stability of clays Microscopic image of meta-stability of clays Microscopic image of meta-stability of clays Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, 2, 727-732 Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, 2, 727-732 Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, 2, 727-732 2015 Refereed Research paper(international conference proceedings) Disclose to all
T. Pipatpongsa, J. Nakamura, C. Borely, M. H. Khosravi T. Pipatpongsa, J. Nakamura, C. Borely, M. H. Khosravi T. Pipatpongsa, J. Nakamura, C. Borely, M. H. Khosravi Numerical lower bound limit analyses of sand heap subjected to basal settlement with hysteretic reversals Numerical lower bound limit analyses of sand heap subjected to basal settlement with hysteretic reversals Numerical lower bound limit analyses of sand heap subjected to basal settlement with hysteretic reversals Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 513-518 Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 513-518 Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 513-518 2015 Refereed Research paper(international conference proceedings) Disclose to all
S. Touch, T. Pipatpongsa, J. Takemura, P. Pongpanlarp S. Touch, T. Pipatpongsa, J. Takemura, P. Pongpanlarp S. Touch, T. Pipatpongsa, J. Takemura, P. Pongpanlarp Groundwater modeling of pressure effect on deep open-pit mining against floor heaving at the Mae Moh mine, Thailand Groundwater modeling of pressure effect on deep open-pit mining against floor heaving at the Mae Moh mine, Thailand Groundwater modeling of pressure effect on deep open-pit mining against floor heaving at the Mae Moh mine, Thailand Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 613-618 Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 613-618 Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 613-618 2015 Refereed Research paper(international conference proceedings) Disclose to all
T. Takeyama, T. Pipatpongsa T. Takeyama, T. Pipatpongsa T. Takeyama, T. Pipatpongsa Simulations of physical models of undercut slope lying on inclined bedding plane Simulations of physical models of undercut slope lying on inclined bedding plane Simulations of physical models of undercut slope lying on inclined bedding plane Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 1481-1486 Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 1481-1486 Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, 1481-1486 2015 Refereed Research paper(international conference proceedings) Disclose to all
T. Techawongsakorn, T. Pipatpongsa T. Techawongsakorn, T. Pipatpongsa T. Techawongsakorn, T. Pipatpongsa Maximum width of undercut slope with planes of discontinuity studied by 1g physical models Maximum width of undercut slope with planes of discontinuity studied by 1g physical models Maximum width of undercut slope with planes of discontinuity studied by 1g physical models 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 977-980 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 977-980 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 977-980 2015 Refereed Research paper(international conference proceedings) Disclose to all
Samphors Touch, Thirapong Pipatpongsa, Tomomi Takeda, Jiro Takemura Samphors Touch, Thirapong Pipatpongsa, Tomomi Takeda, Jiro Takemura Samphors Touch, Thirapong Pipatpongsa, Tomomi Takeda, Jiro Takemura The relationships between electrical conductivity of soil and reflectance of canopy, grain, and leaf of rice in northeastern Thailand The relationships between electrical conductivity of soil and reflectance of canopy, grain, and leaf of rice in northeastern Thailand The relationships between electrical conductivity of soil and reflectance of canopy, grain, and leaf of rice in northeastern Thailand INTERNATIONAL JOURNAL OF REMOTE SENSING, 36, 4, 1136-1166 INTERNATIONAL JOURNAL OF REMOTE SENSING, 36, 4, 1136-1166 INTERNATIONAL JOURNAL OF REMOTE SENSING, 36, 4, 1136-1166 2015 Refereed English Research paper(scientific journal) Disclose to all
Samphors Touch, Suched Likitlersuang, Thirapong Pipatpongsa Samphors Touch, Suched Likitlersuang, Thirapong Pipatpongsa Samphors Touch, Suched Likitlersuang, Thirapong Pipatpongsa 3D geological modelling and geotechnical characteristics of Phnom Penh subsoils in Cambodia 3D geological modelling and geotechnical characteristics of Phnom Penh subsoils in Cambodia 3D geological modelling and geotechnical characteristics of Phnom Penh subsoils in Cambodia ENGINEERING GEOLOGY, 178, 58-69 ENGINEERING GEOLOGY, 178, 58-69 ENGINEERING GEOLOGY, 178, 58-69 2014/08 Refereed English Research paper(scientific journal) Disclose to all
Soksan Thay, Thirapong Pipatpongsa, Akihiro Takahashi, Tsutomu Ishigaki Soksan Thay, Thirapong Pipatpongsa, Akihiro Takahashi, Tsutomu Ishigaki Soksan Thay, Thirapong Pipatpongsa, Akihiro Takahashi, Tsutomu Ishigaki Shear strength and breakage of disturbed snail fossils adjacent to the preservation zone in the Mae Moh coal mine Shear strength and breakage of disturbed snail fossils adjacent to the preservation zone in the Mae Moh coal mine Shear strength and breakage of disturbed snail fossils adjacent to the preservation zone in the Mae Moh coal mine BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 73, 1, 95-107 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 73, 1, 95-107 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 73, 1, 95-107 2014/02 Refereed English Research paper(scientific journal) Disclose to all
Thirapong Pipatpongsa, Tadaki Matsushita, Maho Tanaka, Shinichi Kanazawa, Katsuyuki Kawai Thirapong Pipatpongsa, Tadaki Matsushita, Maho Tanaka, Shinichi Kanazawa, Katsuyuki Kawai Thirapong Pipatpongsa, Tadaki Matsushita, Maho Tanaka, Shinichi Kanazawa, Katsuyuki Kawai THEORETICAL AND EXPERIMENTAL STUDIES OF STRESS DISTRIBUTION IN WEDGE-SHAPED GRANULAR HEAPS THEORETICAL AND EXPERIMENTAL STUDIES OF STRESS DISTRIBUTION IN WEDGE-SHAPED GRANULAR HEAPS THEORETICAL AND EXPERIMENTAL STUDIES OF STRESS DISTRIBUTION IN WEDGE-SHAPED GRANULAR HEAPS ACTA MECHANICA SOLIDA SINICA, 27, 1, 28-40 ACTA MECHANICA SOLIDA SINICA, 27, 1, 28-40 ACTA MECHANICA SOLIDA SINICA, 27, 1, 28-40 2014/02 Refereed English Research paper(scientific journal) Disclose to all
T. Pipatpongsa, M. H. Khosravi, J. Takemura T. Pipatpongsa, M. H. Khosravi, J. Takemura T. Pipatpongsa, M. H. Khosravi, J. Takemura Physical model of a rigid retaining wall under translation mode and its variation of arch action in backfill material with interface friction Physical model of a rigid retaining wall under translation mode and its variation of arch action in backfill material with interface friction Physical model of a rigid retaining wall under translation mode and its variation of arch action in backfill material with interface friction Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, 2, 923-929 Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, 2, 923-929 Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, 2, 923-929 2014 Refereed Research paper(international conference proceedings) Disclose to all
Thirapong Pipatpongsa Thirapong Pipatpongsa Thirapong Pipatpongsa Statically admissible stress solutions in gravitating loose earth of wedge and valley with plane slopes inclined at angle of repose Statically admissible stress solutions in gravitating loose earth of wedge and valley with plane slopes inclined at angle of repose Statically admissible stress solutions in gravitating loose earth of wedge and valley with plane slopes inclined at angle of repose GRANULAR MATTER, 15, 5, 645-659 GRANULAR MATTER, 15, 5, 645-659 GRANULAR MATTER, 15, 5, 645-659 2013/10 Refereed English Research paper(scientific journal) Disclose to all
M. H. Khosravi, T. Pipatpongsa, J. Takemura M. H. Khosravi, T. Pipatpongsa, J. Takemura M. H. Khosravi, T. Pipatpongsa, J. Takemura Experimental analysis of earth pressure against rigid retaining walls under translation mode Experimental analysis of earth pressure against rigid retaining walls under translation mode Experimental analysis of earth pressure against rigid retaining walls under translation mode Geotechnique, 63, 12, 1020-1028 Geotechnique, 63, 12, 1020-1028 Geotechnique, 63, 12, 1020-1028 2013/09 Refereed Research paper(scientific journal) Disclose to all
Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model COMPUTERS AND GEOTECHNICS, 49, 100-110 COMPUTERS AND GEOTECHNICS, 49, 100-110 COMPUTERS AND GEOTECHNICS, 49, 100-110 2013/04 Refereed English Research paper(scientific journal) Disclose to all
Tomohide Takeyama, Thirapong Pipatpongsa, Atsushi Iizuka, Hideki Ohta Tomohide Takeyama, Thirapong Pipatpongsa, Atsushi Iizuka, Hideki Ohta Tomohide Takeyama, Thirapong Pipatpongsa, Atsushi Iizuka, Hideki Ohta Stress–Strain relationship for the singular point on the yield surface of the elasto-plastic constitutive model and quantification of metastability Stress–Strain relationship for the singular point on the yield surface of the elasto-plastic constitutive model and quantification of metastability Stress–Strain relationship for the singular point on the yield surface of the elasto-plastic constitutive model and quantification of metastability Geotechnical, Geological and Earthquake Engineering, 25, 229-239 Geotechnical, Geological and Earthquake Engineering, 25, 229-239 Geotechnical, Geological and Earthquake Engineering, 25, 229-239 2013 Refereed Disclose to all
Soksan Thay, Suched Likitlersuang, Thirapong Pipatpongsa Soksan Thay, Suched Likitlersuang, Thirapong Pipatpongsa Soksan Thay, Suched Likitlersuang, Thirapong Pipatpongsa Monotonic and Cyclic Behavior of Chiang Mai Sand Under Simple Shear Mode Monotonic and Cyclic Behavior of Chiang Mai Sand Under Simple Shear Mode Monotonic and Cyclic Behavior of Chiang Mai Sand Under Simple Shear Mode Geotechnical and Geological Engineering, 31, 1, 67-82 Geotechnical and Geological Engineering, 31, 1, 67-82 Geotechnical and Geological Engineering, 31, 1, 67-82 2013 Refereed Research paper(scientific journal) Disclose to all
T. Pipatpongsa, M. H. Khosravi, J. Takemura T. Pipatpongsa, M. H. Khosravi, J. Takemura T. Pipatpongsa, M. H. Khosravi, J. Takemura Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 2, 943-946 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 2, 943-946 18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 2, 943-946 2013 Refereed Research paper(international conference proceedings) Disclose to all
Thirapong Pipatpongsa, Hideki Ohta Thirapong Pipatpongsa, Hideki Ohta Thirapong Pipatpongsa, Hideki Ohta Threshold of friction stabilizes self-weight transmission in gravitating loose sand heaps Threshold of friction stabilizes self-weight transmission in gravitating loose sand heaps Threshold of friction stabilizes self-weight transmission in gravitating loose sand heaps Geotechnical, Geological and Earthquake Engineering, 25, 199-213 Geotechnical, Geological and Earthquake Engineering, 25, 199-213 Geotechnical, Geological and Earthquake Engineering, 25, 199-213 2013 Refereed Disclose to all
Mohammad Hossein Khosravi, Lin Tang, Thirapong Pipatpongsa, Jiro Takemura, Prajuab Doncommul Mohammad Hossein Khosravi, Lin Tang, Thirapong Pipatpongsa, Jiro Takemura, Prajuab Doncommul Mohammad Hossein Khosravi, Lin Tang, Thirapong Pipatpongsa, Jiro Takemura, Prajuab Doncommul Performance of counterweight balance on stability of undercut slope evaluated by physical modeling Performance of counterweight balance on stability of undercut slope evaluated by physical modeling Performance of counterweight balance on stability of undercut slope evaluated by physical modeling International Journal of Geotechnical Engineering, 6, 2, 193-205 International Journal of Geotechnical Engineering, 6, 2, 193-205 International Journal of Geotechnical Engineering, 6, 2, 193-205 2012/04 Refereed Research paper(scientific journal) Disclose to all
Thirapong Pipatpongsa, Mohammad Hossein Khosravi, Dionysios Stathas, Cheowchan Leelasukseree, Jiro Takemura Thirapong Pipatpongsa, Mohammad Hossein Khosravi, Dionysios Stathas, Cheowchan Leelasukseree, Jiro Takemura Thirapong Pipatpongsa, Mohammad Hossein Khosravi, Dionysios Stathas, Cheowchan Leelasukseree, Jiro Takemura Cohesive arch action in laterally confined block of moist sand placing on an inclined bedding plane Cohesive arch action in laterally confined block of moist sand placing on an inclined bedding plane Cohesive arch action in laterally confined block of moist sand placing on an inclined bedding plane ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 1378-1387 ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 1378-1387 ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 1378-1387 2012 Refereed Research paper(international conference proceedings) Disclose to all
Cheowchan Leelasukseree, Thirapong Pipatpongsa, Mohammad Hossein Khosravi, Narongsak Mavong Cheowchan Leelasukseree, Thirapong Pipatpongsa, Mohammad Hossein Khosravi, Narongsak Mavong Cheowchan Leelasukseree, Thirapong Pipatpongsa, Mohammad Hossein Khosravi, Narongsak Mavong Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 1295-1304 ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 1295-1304 ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 1295-1304 2012 Refereed Research paper(international conference proceedings) Disclose to all
Sxxx Thay, Txxx Pipatpongsa, Axxx Takahashi, Pxxx Doncommul Sxxx Thay, Txxx Pipatpongsa, Axxx Takahashi, Pxxx Doncommul Sxxx Thay, Txxx Pipatpongsa, Axxx Takahashi, Pxxx Doncommul Direct shear strength of snail fossil deposited outside the preservation area in mae moh coal mine Direct shear strength of snail fossil deposited outside the preservation area in mae moh coal mine Direct shear strength of snail fossil deposited outside the preservation area in mae moh coal mine ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 262-270 ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 262-270 ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 262-270 2012 Refereed Research paper(international conference proceedings) Disclose to all
Hossein KHOSRAVI Mohammad, PIPATPONGSA Thirapong Hossein KHOSRAVI Mohammad, PIPATPONGSA Thirapong Hossein KHOSRAVI Mohammad, PIPATPONGSA Thirapong Efficiency Evaluation of Implicit Stress Update Algorithm for Various Forms of the Original Cam-Clay Model Efficiency Evaluation of Implicit Stress Update Algorithm for Various Forms of the Original Cam-Clay Model Efficiency Evaluation of Implicit Stress Update Algorithm for Various Forms of the Original Cam-Clay Model Theoretical and Applied Mechanics Japan, 60, 0, 215-223 Theoretical and Applied Mechanics Japan, 60, 0, 215-223 Theoretical and Applied Mechanics Japan, 60, 0, 215-223 2012 English Disclose to all
S. Thay, S. Kitakata, T. Pipatpongsa, A. Takahashi S. Thay, S. Kitakata, T. Pipatpongsa, A. Takahashi S. Thay, S. Kitakata, T. Pipatpongsa, A. Takahashi Physical model of surcharge loading to the intersecting ridge between two slopes Physical model of surcharge loading to the intersecting ridge between two slopes Physical model of surcharge loading to the intersecting ridge between two slopes Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012, 749-754 Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012, 749-754 Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012, 749-754 2012 Refereed Research paper(international conference proceedings) Disclose to all
Thirapong Pipatpongsa, Sokbil Heng, Atsushi Iizuka, Hideki Ohta Thirapong Pipatpongsa, Sokbil Heng, Atsushi Iizuka, Hideki Ohta Thirapong Pipatpongsa, Sokbil Heng, Atsushi Iizuka, Hideki Ohta Static pressure distribution beneath granular wedges sloped at angle of repose Static pressure distribution beneath granular wedges sloped at angle of repose Static pressure distribution beneath granular wedges sloped at angle of repose DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 924-932 DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 924-932 DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 924-932 2011 Refereed English Research paper(international conference proceedings) Disclose to all
KHOSRAVI MOHAMMAD HOSSEIN, PIPATPONGSA THIRAPONG, TAKAHASHI AKIHIRO, TAKEMURA JIRO KHOSRAVI MOHAMMAD HOSSEIN, PIPATPONGSA THIRAPONG, TAKAHASHI AKIHIRO, TAKEMURA JIRO KHOSRAVI MOHAMMAD HOSSEIN, PIPATPONGSA THIRAPONG, TAKAHASHI AKIHIRO, TAKEMURA JIRO ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY PHYSICAL MODEL TESTS ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY PHYSICAL MODEL TESTS ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY PHYSICAL MODEL TESTS SOILS AND FOUNDATIONS, 51, 4, 723-735 SOILS AND FOUNDATIONS, 51, 4, 723-735 SOILS AND FOUNDATIONS, 51, 4, 723-735 2011 English Disclose to all
S. Nomura, K. Kawai, S. Kanazawa, A. Iizuka, S. Ohno, P. Thirapong, S. Tachibana S. Nomura, K. Kawai, S. Kanazawa, A. Iizuka, S. Ohno, P. Thirapong, S. Tachibana S. Nomura, K. Kawai, S. Kanazawa, A. Iizuka, S. Ohno, P. Thirapong, S. Tachibana Study of stratification resistant to salt damage Study of stratification resistant to salt damage Study of stratification resistant to salt damage Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils, 2, 1133-1139 Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils, 2, 1133-1139 Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils, 2, 1133-1139 2011 Refereed Research paper(international conference proceedings) Disclose to all
Thirapong Pipatpongsa Thirapong Pipatpongsa Thirapong Pipatpongsa Arch shapes and principal stress trajectories in planar heap of dry sand Arch shapes and principal stress trajectories in planar heap of dry sand Arch shapes and principal stress trajectories in planar heap of dry sand GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2, 1, 407-413 GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2, 1, 407-413 GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2, 1, 407-413 2011 Refereed English Research paper(international conference proceedings) Disclose to all
Thirapong Pipatpongsa Thirapong Pipatpongsa Thirapong Pipatpongsa Particular Stress Distributions in Granular Wedges under Coulomb Friction Inequality Particular Stress Distributions in Granular Wedges under Coulomb Friction Inequality Particular Stress Distributions in Granular Wedges under Coulomb Friction Inequality ISCM II AND EPMESC XII, PTS 1 AND 2, 1233, PART 1, 471-476 ISCM II AND EPMESC XII, PTS 1 AND 2, 1233, PART 1, 471-476 ISCM II AND EPMESC XII, PTS 1 AND 2, 1233, PART 1, 471-476 2010 Refereed English Research paper(international conference proceedings) Disclose to all
Shin-ichi Kanazawa, Katsuyuki Kawai, Atsushi Iizuka, Shintaro Ohno, Shinya Tachibana, Pipatpongsa Thirapong, Tomohide Takeyama Shin-ichi Kanazawa, Katsuyuki Kawai, Atsushi Iizuka, Shintaro Ohno, Shinya Tachibana, Pipatpongsa Thirapong, Tomohide Takeyama Shin-ichi Kanazawa, Katsuyuki Kawai, Atsushi Iizuka, Shintaro Ohno, Shinya Tachibana, Pipatpongsa Thirapong, Tomohide Takeyama A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization UNSATURATED SOILS: THEORETICAL AND NUMERICAL ADVANCES IN UNSATURATED SOIL MECHANICS, 711-+ UNSATURATED SOILS: THEORETICAL AND NUMERICAL ADVANCES IN UNSATURATED SOIL MECHANICS, 711-+ UNSATURATED SOILS: THEORETICAL AND NUMERICAL ADVANCES IN UNSATURATED SOIL MECHANICS, 711-+ 2010 Refereed English Research paper(international conference proceedings) Disclose to all
T. Pipatpongsa, M. H. Khosravi, H. Ohta T. Pipatpongsa, M. H. Khosravi, H. Ohta T. Pipatpongsa, M. H. Khosravi, H. Ohta Backward-euler stress update algorithm for the original cam-clay model with the vertex singularity Backward-euler stress update algorithm for the original cam-clay model with the vertex singularity Backward-euler stress update algorithm for the original cam-clay model with the vertex singularity Prediction and Simulation Methods for Geohazard Mitigation, 179-184 Prediction and Simulation Methods for Geohazard Mitigation, 179-184 Prediction and Simulation Methods for Geohazard Mitigation, 179-184 2009/01/01 Refereed Disclose to all
Pipatpongsa, T, Heng, S, Kanazawa, S, Iizuka, A Pipatpongsa, T, Heng, S, Kanazawa, S, Iizuka, A Pipatpongsa, T, Heng, S, Kanazawa, S, Iizuka, A Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Proc, APCMM2009, The Japan Society of Mechanical Engineers Proc, APCMM2009, The Japan Society of Mechanical Engineers 2009 Refereed Disclose to all
IIZUKA Atsushi, KAWAI Katsuyuki, TACHIBANA Shinya, HONDA Michinori, FUJIKAWA Kazuhiko, THIRAPONG Pipatpongsa, WANG Weichuan IIZUKA Atsushi, KAWAI Katsuyuki, TACHIBANA Shinya, HONDA Michinori, FUJIKAWA Kazuhiko, THIRAPONG Pipatpongsa, WANG Weichuan IIZUKA Atsushi, KAWAI Katsuyuki, TACHIBANA Shinya, HONDA Michinori, FUJIKAWA Kazuhiko, THIRAPONG Pipatpongsa, WANG Weichuan The salt disaster problem and its mathematical modeling The salt disaster problem and its mathematical modeling The salt disaster problem and its mathematical modeling Proc. 3rd Asian Conf. on Unsaturated Soils, pp.347-352 Proc. 3rd Asian Conf. on Unsaturated Soils, pp.347-352 Proc. 3rd Asian Conf. on Unsaturated Soils, pp.347-352 2007/04 Refereed English Research paper(scientific journal) Disclose to all

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MINAMIDE Kana, KUN Fang, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu 南出 奏, 堃 方, ピパットポンサー・ ティラポン, 北岡 貴文, 大津 宏康 MINAMIDE Kana, KUN Fang, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu On the failure mechanisms of slope due to undercutting and reinforcement effects of slope stabilizing piles 法尻掘削による斜面の破壊メカニズムと抑止杭が与える斜面補強効果について On the failure mechanisms of slope due to undercutting and reinforcement effects of slope stabilizing piles Japanese Geotechnical Journal, 14, 1, 31-41 地盤工学ジャーナル, 14, 1, 31-41 Japanese Geotechnical Journal, 14, 1, 31-41 2019 Japanese Disclose to all
OHTSU Hiroyasu, KITAOKA Takafumi, BABA Takaaki, PIPATPONGSA Thirapong, ITO Shunichiro, AIZAWA Takao 大津 宏康, 北岡 貴文, 馬場 隆聡, ピパットポンサー ティラポン, 伊東 俊一郎, 相澤 隆生 OHTSU Hiroyasu, KITAOKA Takafumi, BABA Takaaki, PIPATPONGSA Thirapong, ITO Shunichiro, AIZAWA Takao An Applicability of electrical prospecting for investigation on change of moisture retention during wetting and dry condition at shallow area of slopes 斜面表層部の湿潤・乾燥に伴う水分特性変化に対する比抵抗電気探査の適用性 An Applicability of electrical prospecting for investigation on change of moisture retention during wetting and dry condition at shallow area of slopes Japanese Geotechnical Journal, 14, 3, 241-252 地盤工学ジャーナル, 14, 3, 241-252 Japanese Geotechnical Journal, 14, 3, 241-252 2019 Japanese Disclose to all
TSUCHIYA Yotaro, KITAOKA Takafumi, HASEGAWA Nobusuke, PIPATPONGSA Thirapong, OHTSU Hiroyasu 土谷 陽太郎, 北岡 貴文, 長谷川 信介, Thirapong PIPATPONGSA, 大津 宏康 TSUCHIYA Yotaro, KITAOKA Takafumi, HASEGAWA Nobusuke, PIPATPONGSA Thirapong, OHTSU Hiroyasu INFLUENCE OF CHARACTERISTICS OF TRAINING DATA SET ON THE ACCURACY OF ROCK CLASSIFICATION ESTIMATION FOR MOUNTAIN TUNNELS BY ARTIFICIAL NEURAL NETWORK 教師データが山岳トンネル地山評価のためのニューラルネットワークの精度に及ぼす影響 INFLUENCE OF CHARACTERISTICS OF TRAINING DATA SET ON THE ACCURACY OF ROCK CLASSIFICATION ESTIMATION FOR MOUNTAIN TUNNELS BY ARTIFICIAL NEURAL NETWORK Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering), 75, 1, 130-142 土木学会論文集F1(トンネル工学), 75, 1, 130-142 Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering), 75, 1, 130-142 2019 Japanese Disclose to all
Nguyen Tan, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Nguyen Tan, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis 計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, 23, 5p 計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, 23, 5p , 23, 5p 2018/06 English Disclose to all
塚田 靖崇, 北岡 貴文, 大津 宏康, Thirapong Pipatpongsa 塚田 靖崇, 北岡 貴文, 大津 宏康, Thirapong Pipatpongsa AN INVESTIGATION ON CHARACTERISTICS OF MOISTURE INFILTRATION AND RETENTION IN WEATHERED GRANITE RESIDUAL SOIL BY SIMPLIFIED FIELD INJECTION TEST 簡易原位置注水実験による試験風化花崗岩残積土の吸水・保水特性の検討 AN INVESTIGATION ON CHARACTERISTICS OF MOISTURE INFILTRATION AND RETENTION IN WEATHERED GRANITE RESIDUAL SOIL BY SIMPLIFIED FIELD INJECTION TEST 岩盤力学に関するシンポジウム講演論文集 Proceedings of the Symposium on Rock Mechanics, 45, 137-142 岩盤力学に関するシンポジウム講演論文集 Proceedings of the Symposium on Rock Mechanics, 45, 137-142 , 45, 137-142 2018/01/15 Japanese Disclose to all
FANG Kun, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu FANG Kun, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu Preliminary tests for evaluating suitability of materials used in centrifuge modeling of slopes Preliminary tests for evaluating suitability of materials used in centrifuge modeling of slopes Preliminary tests for evaluating suitability of materials used in centrifuge modeling of slopes 岩盤力学に関するシンポジウム講演論文集 Proceedings of the Symposium on Rock Mechanics, 45, 149-154 岩盤力学に関するシンポジウム講演論文集 Proceedings of the Symposium on Rock Mechanics, 45, 149-154 , 45, 149-154 2018/01/15 English Disclose to all
KITAOKA Takafumi, SHINJI Yoshihisa, PIPATPONGSA Thirapong, OHTSU Hiroyasu 北岡 貴文, 新治 義久, ピパットポンサー・ ティラポン, 大津 宏康 KITAOKA Takafumi, SHINJI Yoshihisa, PIPATPONGSA Thirapong, OHTSU Hiroyasu A study of the method of GALDIT for groundwater vulnerability assessment in the Bangkok metropolitan area バンコク首都圏におけるGALDIT手法による地下水塩水化の脆弱性に関する研究 A study of the method of GALDIT for groundwater vulnerability assessment in the Bangkok metropolitan area Japanese Geotechnical Journal, 13, 1, 27-40 地盤工学ジャーナル, 13, 1, 27-40 Japanese Geotechnical Journal, 13, 1, 27-40 2018 Japanese Disclose to all
NGUYEN Tan, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu NGUYEN Tan, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu NGUYEN Tan, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 74, 2, I_349-I_360 土木学会論文集A2(応用力学), 74, 2, I_349-I_360 Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 74, 2, I_349-I_360 2018 Japanese Disclose to all
渦岡 良介, 山川 優樹, 若井 明彦, Pipatpongsa Thirapong, 前田 健一, 松島 亘志, 金田 一広 渦岡 良介, 山川 優樹, 若井 明彦, Pipatpongsa Thirapong, 前田 健一, 松島 亘志, 金田 一広 Influential People in History of Numerical Method in Geomechanics 地盤工学における数値解析の発展に貢献した先人達 (特集 地盤工学における人物史) Influential People in History of Numerical Method in Geomechanics 地盤工学会誌 = Geotechnical engineering magazine : 土と基礎, 65, 5, 8-11 地盤工学会誌 = Geotechnical engineering magazine : 土と基礎, 65, 5, 8-11 , 65, 5, 8-11 2017/05 Japanese Disclose to all
Fang Kun, Minamide Kana, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Fang Kun, Minamide Kana, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Fang Kun, Minamide Kana, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Effect of shear pin arrangement in undercut slope model using pencil leads Effect of shear pin arrangement in undercut slope model using pencil leads Effect of shear pin arrangement in undercut slope model using pencil leads Japanese Geotechnical Society Special Publication, 4, 3, 54-59 Japanese Geotechnical Society Special Publication, 4, 3, 54-59 Japanese Geotechnical Society Special Publication, 4, 3, 54-59 2016 English Disclose to all
Nguyen Tan, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Nguyen Tan, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Nguyen Tan, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction Japanese Geotechnical Society Special Publication, 4, 4, 78-83 Japanese Geotechnical Society Special Publication, 4, 4, 78-83 Japanese Geotechnical Society Special Publication, 4, 4, 78-83 2016 English Disclose to all
TOUCH Samphors, PIPATPONGSA Thirapong, TAKEMURA Jiro, PONGPANLARP Pornchai トウチ サムポワ, ピパットポンサー ティラポン, 竹村 次朗, ポンパンラーブ ポーンチャイ TOUCH Samphors, PIPATPONGSA Thirapong, TAKEMURA Jiro, PONGPANLARP Pornchai Analysis of floor heaving due to deep underground water in Mae Moh open pit mine of Thailand タイのメモ露天掘り鉱山における深層地下水に起因するヒービングの解析 Analysis of floor heaving due to deep underground water in Mae Moh open pit mine of Thailand NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 63, 0, 197-197 理論応用力学講演会 講演論文集, 63, 0, 197-197 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 63, 0, 197-197 2014 Japanese Disclose to all
Miyata Yoshito, Pipatpongsa Thirapong, Takemura Jiro, Khosravi Mohammad Hossein 宮田 凱斗, ピパットポンサー ティラポン, 竹村 次朗, ホスラヴィ モハンマドホセイン Miyata Yoshito, Pipatpongsa Thirapong, Takemura Jiro, Khosravi Mohammad Hossein Arch action in trapezoidal embankments subjected to subsidence of foundation 基礎の沈下を受ける台形盛土内のアーチ効果 Arch action in trapezoidal embankments subjected to subsidence of foundation NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 63, 0, 164-164 理論応用力学講演会 講演論文集, 63, 0, 164-164 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 63, 0, 164-164 2014 Japanese Disclose to all
Pipatpongsa Thirapong, Takeyama Tomohide, Iizuka Atsushi, Ohta Hideki ピパットポンサー ティラポン, 竹山 智英, 飯塚 敦, 太田 秀樹 Pipatpongsa Thirapong, Takeyama Tomohide, Iizuka Atsushi, Ohta Hideki Central pressure drop induced by passive arch action of materials prone to liquefaction underneath embankments due to basal settlement アーチ作用による盛土中央の圧力減少が基礎の沈下によって引き起こされる液状化に及ぼす影響 Central pressure drop induced by passive arch action of materials prone to liquefaction underneath embankments due to basal settlement NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 114-114 理論応用力学講演会 講演論文集, 62, 0, 114-114 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 114-114 2013 Japanese Disclose to all
Pipatpongsa Thirapong, Apriadi Dedi, Likitlersuang Suched ピパットポンサー ティラポン, アピアディ デディ, リキットルアスアング スチェッド Pipatpongsa Thirapong, Apriadi Dedi, Likitlersuang Suched Numerical implementation of the modified Cam Clay model with non-linear stiffness at small-strain using multisurface hyperplasticity framework 多曲面ハイパープラスチックシティ枠組みを適用した微小ひずみでの剛性の非線形性を記述する修正カムクレイモデルの数値計算 Numerical implementation of the modified Cam Clay model with non-linear stiffness at small-strain using multisurface hyperplasticity framework NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 119-119 理論応用力学講演会 講演論文集, 62, 0, 119-119 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 119-119 2013 Japanese Disclose to all
Wu Wenjie, Kitakata Shuhei, Pipatpongsa Thirapong 呉 文潔, 北方 秀平, ピパットポンサー ティラポン Wu Wenjie, Kitakata Shuhei, Pipatpongsa Thirapong Observation of crushing of snail fossils under compression with audible frequency measurement 可聴周波数測定を用いた圧縮による貝類化石の破砕観測 Observation of crushing of snail fossils under compression with audible frequency measurement NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 223-223 理論応用力学講演会 講演論文集, 62, 0, 223-223 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 223-223 2013 Japanese Disclose to all
Hirai Hidehira, Khosravi Mohammad Hossein, Pipatpongsa Thirapong 平井 秀平, ホスラヴィ モハンマドホセイン, ピパットポンサー ティラポン Hirai Hidehira, Khosravi Mohammad Hossein, Pipatpongsa Thirapong Geometrical shape of arch formed by collapse of undercut slope 斜面法尻掘削によるアーチ形成破壊の幾何学的形状 Geometrical shape of arch formed by collapse of undercut slope NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 225-225 理論応用力学講演会 講演論文集, 62, 0, 225-225 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 62, 0, 225-225 2013 Japanese Disclose to all
Thay Soksan, Pipatpongsa Thirapong, Takahashi Akihiro タイ ソクサン, ピパットポンサー ティラポン, 高橋 章浩 Thay Soksan, Pipatpongsa Thirapong, Takahashi Akihiro Principal Stress Trajectories in Planar Sand Ditch under the Closure of Polarized Principal Axes 分極主応力軸仮定に基づいた平面砂溝における主応力線 Principal Stress Trajectories in Planar Sand Ditch under the Closure of Polarized Principal Axes NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 61, 0, 181-181 理論応用力学講演会 講演論文集, 61, 0, 181-181 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 61, 0, 181-181 2012 Japanese Disclose to all
THAY Soksan, KITAKATA Shuhei, PIPATPONGSA Thirapong, TAKAHASHI Akihiro THAY Soksan, KITAKATA Shuhei, PIPATPONGSA Thirapong, TAKAHASHI Akihiro THAY Soksan, KITAKATA Shuhei, PIPATPONGSA Thirapong, TAKAHASHI Akihiro Measurements of Vertical Pressure Profile beneath a Planar Valley of Loose Sand and Its Estimation Based on Self-Similar Solution of Elliptic Equation System Measurements of Vertical Pressure Profile beneath a Planar Valley of Loose Sand and Its Estimation Based on Self-Similar Solution of Elliptic Equation System Measurements of Vertical Pressure Profile beneath a Planar Valley of Loose Sand and Its Estimation Based on Self-Similar Solution of Elliptic Equation System Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 68, 2, I_21-I_32 土木学会論文集A2(応用力学), 68, 2, I_21-I_32 Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 68, 2, I_21-I_32 2012 English Disclose to all
Pipatpongsa Thirapong, Thay Soksan, Likitlersuang Suched Pipatpongsa Thirapong, Thay Soksan, Likitlersuang Suched Basic Scheme of Implicit Stress Update Algorithm under Hyperplasticity : Multiple Spring Models Basic Scheme of Implicit Stress Update Algorithm under Hyperplasticity : Multiple Spring Models Basic Scheme of Implicit Stress Update Algorithm under Hyperplasticity : Multiple Spring Models 計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, 16, 4p 計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, 16, 4p , 16, 4p 2011/05 English Disclose to all
Pipatpongsa Thirapong, Takeyama Tomohide ピパットポンサー ティラポン, 竹山 智英 Pipatpongsa Thirapong, Takeyama Tomohide Analytic solution for stresses in loose planar sand valley with principal axes fixed everywhere:Analytic solution for stresses in planar sand valley piled up with perfect memory 緩い平面状の砂谷における固定主応力軸を仮定した応力解析解:積み上げ形状による主応力軸を完全記憶した平面状砂谷の応力解析解 Analytic solution for stresses in loose planar sand valley with principal axes fixed everywhere:Analytic solution for stresses in planar sand valley piled up with perfect memory NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 60, 0, 221-221 理論応用力学講演会 講演論文集, 60, 0, 221-221 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 60, 0, 221-221 2011 Japanese Disclose to all
Khosravi Mohammad Hossein, Pipatpongsa Thirapong ホスラヴィ モハンマドホセイン, ピパットポンサー ティラポン Khosravi Mohammad Hossein, Pipatpongsa Thirapong Stress update algorithm for the original Cam-clay model considering the form of yield function on its performance 高度化に向けた構成式の記述を考慮したオリジナルカムクレイモデルに関する応力更新アルゴリズム Stress update algorithm for the original Cam-clay model considering the form of yield function on its performance NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 60, 0, 40-40 理論応用力学講演会 講演論文集, 60, 0, 40-40 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 60, 0, 40-40 2011 Japanese Disclose to all
Thirapong Pipatpongsa, Sokbil Heng, Atsushi Iizuka, Hideki Ohta Thirapong Pipatpongsa, Sokbil Heng, Atsushi Iizuka, Hideki Ohta Thirapong Pipatpongsa, Sokbil Heng, Atsushi Iizuka, Hideki Ohta Statics of loose triangular embankment under Nadai's sand hill analogy Statics of loose triangular embankment under Nadai's sand hill analogy Statics of loose triangular embankment under Nadai's sand hill analogy JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 58, 10, 1506-1523 JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 58, 10, 1506-1523 JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 58, 10, 1506-1523 2010/10 Refereed English Disclose to all
Hideki Ohta, Thirapong Pipatpongsa, Sokbil Heng, Seiya Yokota, Masaru Takemoto Hideki Ohta, Thirapong Pipatpongsa, Sokbil Heng, Seiya Yokota, Masaru Takemoto Hideki Ohta, Thirapong Pipatpongsa, Sokbil Heng, Seiya Yokota, Masaru Takemoto Significance of saturated clays seams for the stability of rainfall-induced landslides Significance of saturated clays seams for the stability of rainfall-induced landslides Significance of saturated clays seams for the stability of rainfall-induced landslides BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 69, 1, 71-87 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 69, 1, 71-87 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 69, 1, 71-87 2010/02 Refereed English Disclose to all
Hideki Ohta, Thirapong Pipatpongsa, Sokbil Heng, Seiya Yokota, Masaru Takemoto Hideki Ohta, Thirapong Pipatpongsa, Sokbil Heng, Seiya Yokota, Masaru Takemoto Hideki Ohta, Thirapong Pipatpongsa, Sokbil Heng, Seiya Yokota, Masaru Takemoto Significance of saturated clays seams for the stability of rainfall-induced landslides Significance of saturated clays seams for the stability of rainfall-induced landslides Significance of saturated clays seams for the stability of rainfall-induced landslides Bulletin of Engineering Geology and the Environment, 69, 1, 71-87 Bulletin of Engineering Geology and the Environment, 69, 1, 71-87 Bulletin of Engineering Geology and the Environment, 69, 1, 71-87 2010/02 Refereed Disclose to all
Thirapong Pipatpongsa, Atsushi Iizuka, Hideki Ohta Thirapong Pipatpongsa, Atsushi Iizuka, Hideki Ohta Thirapong Pipatpongsa, Atsushi Iizuka, Hideki Ohta Analyses of pressure distribution using arching criteria in 2D sand heaps Analyses of pressure distribution using arching criteria in 2D sand heaps Analyses of pressure distribution using arching criteria in 2D sand heaps Theoretical and Applied Mechanics Japan, 58, 41-48 Theoretical and Applied Mechanics Japan, 58, 41-48 Theoretical and Applied Mechanics Japan, 58, 41-48 2010 Refereed Disclose to all
T. Pipatpongsa, Sirikul Siriteerakul T. Pipatpongsa, Sirikul Siriteerakul T. Pipatpongsa, Sirikul Siriteerakul Analytic solutions for stresses in conical sand heaps piled up with perfect memory Analytic solutions for stresses in conical sand heaps piled up with perfect memory Analytic solutions for stresses in conical sand heaps piled up with perfect memory Journal of Applied Mechanics JSCE, 13, 343-354 Journal of Applied Mechanics JSCE, 13, 343-354 Journal of Applied Mechanics JSCE, 13, 343-354 2010 Disclose to all
S. Heng, T. Pipatpongsa S. Heng, T. Pipatpongsa S. Heng, T. Pipatpongsa Admissible stress fields for a semi-infinite planar heap of granular medium possessing self-weight in loose condition Admissible stress fields for a semi-infinite planar heap of granular medium possessing self-weight in loose condition Admissible stress fields for a semi-infinite planar heap of granular medium possessing self-weight in loose condition Journal of Solid Mechanics and Materials Engineering, 4, 8, 1261-1272 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1261-1272 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1261-1272 2010 Disclose to all
PIPATPONGSA Thirapong, HENG Sokbil PIPATPONGSA Thirapong, HENG Sokbil PIPATPONGSA Thirapong, HENG Sokbil Granular Arch Shapes in Storage Silo Determined by Quasi-static Analysis under Uniform Vertical Pressure Granular Arch Shapes in Storage Silo Determined by Quasi-static Analysis under Uniform Vertical Pressure Granular Arch Shapes in Storage Silo Determined by Quasi-static Analysis under Uniform Vertical Pressure Journal of Solid Mechanics and Materials Engineering, 4, 8, 1237-1248 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1237-1248 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1237-1248 2010 English Disclose to all
PIPATPONGSA Thirapong, IIZUKA Atsushi, OHTA Hideki PIPATPONGSA Thirapong, IIZUKA Atsushi, OHTA Hideki PIPATPONGSA Thirapong, IIZUKA Atsushi, OHTA Hideki Analyses of Pressure Distribution Using Arching Criteria in 2D Sand Heaps Analyses of Pressure Distribution Using Arching Criteria in 2D Sand Heaps Analyses of Pressure Distribution Using Arching Criteria in 2D Sand Heaps Theoretical and Applied Mechanics Japan, 58, 0, 41-48 Theoretical and Applied Mechanics Japan, 58, 0, 41-48 Theoretical and Applied Mechanics Japan, 58, 0, 41-48 2010 English Disclose to all
ピパットポンサー ティラポン, シリティラクンシリクン ピパットポンサー ティラポン, シリティラクンシリクン 積み上げ形状による主応力軸を完全記憶した円錐型砂山の応力解析解 積み上げ形状による主応力軸を完全記憶した円錐型砂山の応力解析解 土木学会応用力学論文集, 13, 343-354 土木学会応用力学論文集, 13, 343-354 , 13, 343-354 2010 Disclose to all
HENG Sokbil, PIPATPONGSA Thirapong HENG Sokbil, PIPATPONGSA Thirapong HENG Sokbil, PIPATPONGSA Thirapong Admissible Stress Fields for a Semi-infinite Planar Heap of Granular Medium Possessing Self-weight in Loose Condition Admissible Stress Fields for a Semi-infinite Planar Heap of Granular Medium Possessing Self-weight in Loose Condition Admissible Stress Fields for a Semi-infinite Planar Heap of Granular Medium Possessing Self-weight in Loose Condition Journal of Solid Mechanics and Materials Engineering, 4, 8, 1261-1272 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1261-1272 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1261-1272 2010 English Disclose to all
T. Pipatpongsa, S. Heng T. Pipatpongsa, S. Heng Granular arch shapes in storage silo determined by quasi-static analysis under uniform vertical pressure Granular arch shapes in storage silo determined by quasi-static analysis under uniform vertical pressure Journal of Solid Mechanics and Materials Engineering, 4, 8, 1237-1248 Journal of Solid Mechanics and Materials Engineering, 4, 8, 1237-1248 , 4, 8, 1237-1248 2010 Disclose to all
T. Pipatpongsa, S. Heng, A. Iizuka, H. Ohta T. Pipatpongsa, S. Heng, A. Iizuka, H. Ohta Statics of loose triangular embankment under Nadai’s sand hill analogy Statics of loose triangular embankment under Nadai’s sand hill analogy Journal of the Mechanics and Physics of Solids Journal of the Mechanics and Physics of Solids 2010 Disclose to all
KHOSRAVI M.HOSSEIN, KHOSRAVI MOHAMMAD HOSSEIN, PIPATPONGSA Thirapong KHOSRAVI M.HOSSEIN, KHOSRAVI MOHAMMAD HOSSEIN, ピパットポンサー ティラポン, PIPATPONGSA Thirapong KHOSRAVI M.HOSSEIN, KHOSRAVI MOHAMMAD HOSSEIN, PIPATPONGSA Thirapong Effect of yield function's form on performance of the backward-Euler stress update algorithm for the original cam-clay model Effect of yield function's form on performance of the backward-Euler stress update algorithm for the original cam-clay model Effect of yield function's form on performance of the backward-Euler stress update algorithm for the original cam-clay model Proceedings of the 11th International Summer Symposium, JSCE, 161-164 Proceedings of the 11th International Summer Symposium, JSCE, 161-164 Proceedings of the 11th International Summer Symposium, JSCE, 161-164 2009/09 English Disclose to all
PIPATPONGSA Thirapong, Apriadi Dedi, Likitlersuang Suched, OHTA HIDEKI ピパットポンサー ティラポン, PIPATPONGSA Thirapong, アピアディ デディ, Apriadi Dedi, リキットルアスアング スチェッド, Likitlersuang Suched, 太田 秀樹, OHTA HIDEKI PIPATPONGSA Thirapong, Apriadi Dedi, Likitlersuang Suched, OHTA HIDEKI Consistent integration for Iwan spring model under multisurface hyperplasticity framework Consistent integration for Iwan spring model under multisurface hyperplasticity framework Consistent integration for Iwan spring model under multisurface hyperplasticity framework 第64回年次学術講演会公演概要集, 1281-1282 第64回年次学術講演会公演概要集, 1281-1282 , 1281-1282 2009/09 English Disclose to all
Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa, Hideki Ohta Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa, Hideki Ohta Dedi Apriadi, Suched Likitlersuang, Thirapong Pipatpongsa, Hideki Ohta On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model IES Journal Part A: Civil and Structural Engineering, 2, 3, 187-201 IES Journal Part A: Civil and Structural Engineering, 2, 3, 187-201 IES Journal Part A: Civil and Structural Engineering, 2, 3, 187-201 2009/08 Refereed Disclose to all
野村瞬, 河井克之, 大野進太郎, PIPATPONGSA Thirapong, 橘伸也, 金澤伸一, 飯塚敦 野村瞬, 河井克之, 大野進太郎, PIPATPONGSA Thirapong, 橘伸也, 金澤伸一, 飯塚敦 野村瞬, 河井克之, 大野進太郎, PIPATPONGSA Thirapong, 橘伸也, 金澤伸一, 飯塚敦 気候条件に伴う塩害の被害及び対策 気候条件に伴う塩害の被害及び対策 気候条件に伴う塩害の被害及び対策 地盤工学研究発表会発表講演集, 44th, 913-914 地盤工学研究発表会発表講演集, 44th, 913-914 地盤工学研究発表会発表講演集, 44th, 913-914 2009/07/13 Japanese Disclose to all
Pipatpongsa Thirapong, Heng Sokbil, Ohta Hideki, Iizuka Atsushi ピパットポンサー ティラポン, ヘン ソクビル, 太田 秀樹, 飯塚 敦 Pipatpongsa Thirapong, Heng Sokbil, Ohta Hideki, Iizuka Atsushi Analyses of pressure distribution under 2D sand heap by considering arching effect アーチ効果を考慮した二次元砂山底面での圧力分布解析 Analyses of pressure distribution under 2D sand heap by considering arching effect NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 58, 0, 190-190 理論応用力学講演会 講演論文集, 58, 0, 190-190 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 58, 0, 190-190 2009 Japanese Disclose to all
PIPATPONGSA Thirapong, TAKEYAMA Tomohide, OHTA Hideki, IIZUKA Atsushi PIPATPONGSA Thirapong, TAKEYAMA Tomohide, OHTA Hideki, IIZUKA Atsushi PIPATPONGSA Thirapong, TAKEYAMA Tomohide, OHTA Hideki, IIZUKA Atsushi On the Vertex Singularity of the Sekiguchi-Ohta Model On the Vertex Singularity of the Sekiguchi-Ohta Model On the Vertex Singularity of the Sekiguchi-Ohta Model Theoretical and Applied Mechanics Japan, 57, 0, 89-94 Theoretical and Applied Mechanics Japan, 57, 0, 89-94 Theoretical and Applied Mechanics Japan, 57, 0, 89-94 2009 English Disclose to all
D. Apriadi, S. Likitlersuanga, T. Pipatpongsa, H. Ohta D. Apriadi, S. Likitlersuanga, T. Pipatpongsa, H. Ohta D. Apriadi, S. Likitlersuanga, T. Pipatpongsa, H. Ohta On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model Journal of The Institution of Engineers, Singapore, Part A: Civil & Structural Eng, 2:3, 187-201 Journal of The Institution of Engineers, Singapore, Part A: Civil & Structural Eng, 2:3, 187-201 Journal of The Institution of Engineers, Singapore, Part A: Civil & Structural Eng, 2:3, 187-201 2009 Disclose to all
PIPATPONGSA Thirapong, Heng Sokbil, Iizuka Atsushi, OHTA HIDEKI Pipatpongsa Thirapong, Heng Sokbil, 飯塚 敦, Heng Sokbil, 飯塚 敦, Iizuka Atsushi, 太田 秀樹, OHTA HIDEKI PIPATPONGSA Thirapong, Heng Sokbil, Iizuka Atsushi, OHTA HIDEKI Rationale for coefficient of earth pressure at rest derived from prismatic sand heap 二次元砂山における静止土圧係数解析の原理 Rationale for coefficient of earth pressure at rest derived from prismatic sand heap Journal of Applied Mechanics JSCE, 12, 383-394 応用力学論文集, 12, 383-394 Journal of Applied Mechanics JSCE, 12, 383-394 2009 English Disclose to all
Katsuyuki KAWAI, Shun NOMURA, Shintaro OHNO, Pipatpongsa THIRAPONG, Shinya TACHIBANA, Shinichi KANAZAWA, Atsushi IIZUKA Katsuyuki KAWAI, Shun NOMURA, Shintaro OHNO, Pipatpongsa THIRAPONG, Shinya TACHIBANA, Shinichi KANAZAWA, Atsushi IIZUKA Katsuyuki KAWAI, Shun NOMURA, Shintaro OHNO, Pipatpongsa THIRAPONG, Shinya TACHIBANA, Shinichi KANAZAWA, Atsushi IIZUKA Study of the stratigraphic architecture resistant for salt damage and the method to purify salty ground Study of the stratigraphic architecture resistant for salt damage and the method to purify salty ground Study of the stratigraphic architecture resistant for salt damage and the method to purify salty ground Journal of Applied Mechanics JSCE, 12, 421-428 Journal of Applied Mechanics JSCE, 12, 421-428 Journal of Applied Mechanics JSCE, 12, 421-428 2009 Disclose to all
Thirapong Pipatpongsa, Tomohide Takeyama, Hideki Ohta, Atsushi Iizuka Thirapong Pipatpongsa, Tomohide Takeyama, Hideki Ohta, Atsushi Iizuka Thirapong Pipatpongsa, Tomohide Takeyama, Hideki Ohta, Atsushi Iizuka On the vertex singularity of the Sekiguchi-Ohta model On the vertex singularity of the Sekiguchi-Ohta model On the vertex singularity of the Sekiguchi-Ohta model Theoretical and Applied Mechanics Japan, 57, 89-94 Theoretical and Applied Mechanics Japan, 57, 89-94 Theoretical and Applied Mechanics Japan, 57, 89-94 2009 Refereed Disclose to all
ピパットポンサー ティラポン, ヘン ソクビル, 飯塚 敦, 太田 秀樹 ピパットポンサー ティラポン, ヘン ソクビル, 飯塚 敦, 太田 秀樹 二次元砂山における静止土圧係数解析の原理 二次元砂山における静止土圧係数解析の原理 土木学会応用力学論文集, 12, 383-394 土木学会応用力学論文集, 12, 383-394 , 12, 383-394 2009 Disclose to all
河井克之, 野村瞬, 大野進太郎, ピパットポンサー ティラポン, 橘伸也, 金澤伸, 飯塚敦 河井克之, 野村瞬, 大野進太郎, ピパットポンサー ティラポン, 橘伸也, 金澤伸, 飯塚敦 耐塩害性地盤構造及び塩害地盤浄化手法の検討 耐塩害性地盤構造及び塩害地盤浄化手法の検討 土木学会応用力学論文集, 12, 421-428 土木学会応用力学論文集, 12, 421-428 , 12, 421-428 2009 Disclose to all
ティラポン ピパットポンサー, 河井 克之 ティラポン ピパットポンサー, 河井 克之 地盤工学会技術奨励賞を受賞して 地盤工学会技術奨励賞を受賞して 地盤工学会誌 = / the Japanese Geotechnical Society, 56, 8, 53-53 地盤工学会誌 = / the Japanese Geotechnical Society, 56, 8, 53-53 , 56, 8, 53-53 2008/08/01 Japanese Disclose to all
HIRATA Masashi, TAKEYAMA Tomohide, PIPATPONGSA T, IIZUKA Atsushi, OHTA Hideki 平田 昌史, 竹山 智英, PIPATPONGSA T, 飯塚 敦, 太田 秀樹 HIRATA Masashi, TAKEYAMA Tomohide, PIPATPONGSA T, IIZUKA Atsushi, OHTA Hideki 関口・太田モデルの特異点における負荷判定法 関口・太田モデルの特異点における負荷判定法 関口・太田モデルの特異点における負荷判定法 第43回地盤工学研究発表会講演概要集, CD-ROM(pp.289-290) 第43回地盤工学研究発表会講演概要集, CD-ROM(pp.289-290) 第43回地盤工学研究発表会講演概要集, CD-ROM(pp.289-290) 2008/07 Japanese Other article Disclose to all
Pipatpongsa Thirapong, Takeyama Tomohide, Ohta Hideki, Iizuka Atsushi ピパットポンサー ティラポン, 竹山 智英, 太田 秀樹, 飯塚 敦 Pipatpongsa Thirapong, Takeyama Tomohide, Ohta Hideki, Iizuka Atsushi Domain of metastability at the corner of the Sekiguchi-Ohta model 関口・太田モデルの尖り点におけるメタスタビリティー領域 Domain of metastability at the corner of the Sekiguchi-Ohta model NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 57, 0, 159-159 理論応用力学講演会 講演論文集, 57, 0, 159-159 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 57, 0, 159-159 2008 Japanese Disclose to all
Iizuka Atsushi, PIPATPONGSA Thirapong 飯塚 敦, Iizuka Atsushi, ピパットポンサー ティラポン, PIPATPONGSA Thirapong Iizuka Atsushi, PIPATPONGSA Thirapong Desertification in the stratified structure of terrestrial environment problems 地球環境問題の階層的整理と砂漠化問題の位置付け Desertification in the stratified structure of terrestrial environment problems 第42回地盤工学研究発表会講演集, 0, 1-2 第42回地盤工学研究発表会講演集, 0, 1-2 , 0, 1-2 2007/07 Japanese Disclose to all
Heng Sokbil, PIPATPONGSA Thirapong, OHTA HIDEKI ヘン ソクビル, Heng Sokbil, ピパットポンサー ティラポン, PIPATPONGSA Thirapong, 太田 秀樹, OHTA HIDEKI Heng Sokbil, PIPATPONGSA Thirapong, OHTA HIDEKI Stability of soft clay slopes along Mekong river Stability of soft clay slopes along Mekong river Stability of soft clay slopes along Mekong river 第42回地盤工学研究発表会講演集, 0, 1923-1924 第42回地盤工学研究発表会講演集, 0, 1923-1924 , 0, 1923-1924 2007/07 English Disclose to all
PIPATPONGSA Thirapong, Takeyama Tomohide, OHTA HIDEKI, Iizuka Atsushi ピパットポンサー ティラポン, PIPATPONGSA Thirapong, 竹山 智英, Takeyama Tomohide, 太田 秀樹, OHTA HIDEKI, 飯塚 敦, Iizuka Atsushi PIPATPONGSA Thirapong, Takeyama Tomohide, OHTA HIDEKI, Iizuka Atsushi Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model Proceeding of the 16th Southeast Asian Geotechnical Conference, 0, 325-331 Proceeding of the 16th Southeast Asian Geotechnical Conference, 0, 325-331 Proceeding of the 16th Southeast Asian Geotechnical Conference, 0, 325-331 2007/05 English Disclose to all
Shinya Tachibana, Atsushi Iizuka, Katsuyuki Kawai, Ichizou Kobayashi, Thirapong Pipatpongsa, Hideki Ohta Shinya Tachibana, Atsushi Iizuka, Katsuyuki Kawai, Ichizou Kobayashi, Thirapong Pipatpongsa, Hideki Ohta Shinya Tachibana, Atsushi Iizuka, Katsuyuki Kawai, Ichizou Kobayashi, Thirapong Pipatpongsa, Hideki Ohta Numerical investigation on the failure criterion of normally consolidated clays Numerical investigation on the failure criterion of normally consolidated clays Numerical investigation on the failure criterion of normally consolidated clays International Journal for Numerical and Analytical Methods in Geomechanics, 31, 6, 809-833 International Journal for Numerical and Analytical Methods in Geomechanics, 31, 6, 809-833 International Journal for Numerical and Analytical Methods in Geomechanics, 31, 6, 809-833 2007/05 Refereed Disclose to all
Shinya Tachibana, Atsushi Iizuka, Katsuyuki Kawai, Ichizou Kobayashi, Thirapong Pipatpongsa, Hideki Ohta Shinya Tachibana, Atsushi Iizuka, Katsuyuki Kawai, Ichizou Kobayashi, Thirapong Pipatpongsa, Hideki Ohta Shinya Tachibana, Atsushi Iizuka, Katsuyuki Kawai, Ichizou Kobayashi, Thirapong Pipatpongsa, Hideki Ohta Numerical investigation on the failure criterion of normally consolidated clays Numerical investigation on the failure criterion of normally consolidated clays Numerical investigation on the failure criterion of normally consolidated clays INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 31, 6, 809-833 INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 31, 6, 809-833 INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 31, 6, 809-833 2007/05 Refereed English Disclose to all
THIRAPONG Pipatpongsa, IIZUKA Atsushi, KAWAI Katsuyuki ティラポン ピパットポンサー, 飯塚 敦, 河井 克之 THIRAPONG Pipatpongsa, IIZUKA Atsushi, KAWAI Katsuyuki The Jigsaw Strategy and Survey of Salt Damage Areas in the Northeastern Part of Thailand タイ東北部の塩害調査と「ジグソー・ピーシス作戦」 The Jigsaw Strategy and Survey of Salt Damage Areas in the Northeastern Part of Thailand 土と基礎 = Soil mechanics and foundation engineering, 55, 3, 22-24 土と基礎 = Soil mechanics and foundation engineering, 55, 3, 22-24 , 55, 3, 22-24 2007/03/01 Japanese Disclose to all
Pipatponsga Thirapong, Iizuka Atsushi, Kawai Katsuyuki Thirapong Pipatpongsa, 飯塚 敦, 河井 克之 Pipatponsga Thirapong, Iizuka Atsushi, Kawai Katsuyuki Salt damage areas in the northeastern part of Thailand and an international collaboration using a numerical simulator for the salt damage of ground タイ東北部における塩害と地盤変状シミュレータを用いた国際協力の可能性 Salt damage areas in the northeastern part of Thailand and an international collaboration using a numerical simulator for the salt damage of ground Report of Research Center for Urban Safety and Security, Kobe University, Vol., 11, 43-50 神戸大学都市安全研究センター研究報告, Vol., 11, 43-50 Report of Research Center for Urban Safety and Security, Kobe University, Vol., 11, 43-50 2007/03 Japanese Disclose to all
Ohno, S, Takeyama, T, Pipatpongsa, T, Iizuka, A, Ohta, H Ohno, S, Takeyama, T, Pipatpongsa, T, Iizuka, A, Ohta, H Analysis of embankment by nonlinear contractancy description Analysis of embankment by nonlinear contractancy description Proc. of the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, 1097-1100 Proc. of the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, 1097-1100 , 1097-1100 2007 Disclose to all
Ohta, H, Ohno, S, Iizuka, A, Pipatpongsa, T, Takeyama, T Ohta, H, Ohno, S, Iizuka, A, Pipatpongsa, T, Takeyama, T Comparison of original and modified cam clay models extended for K0-consolidated clays Comparison of original and modified cam clay models extended for K0-consolidated clays First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering(CD-ROM) First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering(CD-ROM) 2007 Disclose to all
Takeyama, T, Pipatpongsa, T, Iizuka, A, Mizuta, T, Ohno, S, Ohta, H Takeyama, T, Pipatpongsa, T, Iizuka, A, Mizuta, T, Ohno, S, Ohta, H Soil/water coupled F.E. Simulation of field performance of 5 embankments placed on homogeneous clay Soil/water coupled F.E. Simulation of field performance of 5 embankments placed on homogeneous clay First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering(CD-ROM) First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering(CD-ROM) 2007 Disclose to all
ピパットポンサー・ティラポン, 飯塚敦, 河井克之 ピパットポンサー・ティラポン, 飯塚敦, 河井克之 タイ東北部の塩害調査と「ジグソー・ピーシス作戦」 タイ東北部の塩害調査と「ジグソー・ピーシス作戦」 土と基礎, 55, 3, 22-24 土と基礎, 55, 3, 22-24 , 55, 3, 22-24 2007 Disclose to all
ピパットポンサー・ティラポン, 飯塚敦, 河井克之 ピパットポンサー・ティラポン, 飯塚敦, 河井克之 タイ東北部における塩害と地盤変状シミュレータを用いた国際協力の可能性 タイ東北部における塩害と地盤変状シミュレータを用いた国際協力の可能性 神戸大学都市安全研究センター, Vol., 11, 43-49 神戸大学都市安全研究センター, Vol., 11, 43-49 , Vol., 11, 43-49 2007 Disclose to all
石垣 勉, 尾本 志展, 竹山智英, ピパットポンサー・ティラポン, 飯塚 敦, 太田秀樹 石垣 勉, 尾本 志展, 竹山智英, ピパットポンサー・ティラポン, 飯塚 敦, 太田秀樹 土/水連成解析を用いた道路アセットマネジメント支援の試み 土/水連成解析を用いた道路アセットマネジメント支援の試み 土木学会応用力学論文集, 10, 971-982 土木学会応用力学論文集, 10, 971-982 , 10, 971-982 2007 Disclose to all
Sandra G. Catane, Hillel B. Cabria, Cristituto P, Tomarong, Jr, Ricarido M, Saturay, Jr, Mark Albert, H. Zarco, Winston C. Pioquinto, P.Thirapong和訳 Sandra G. Catane, Hillel B. Cabria, Cristituto P, Tomarong, Jr, Ricarido M, Saturay, Jr, Mark Albert, H. Zarco, Winston C. Pioquinto, P.Thirapong和訳 Sandra G. Catane, Hillel B. Cabria, Cristituto P, Tomarong, Jr, Ricarido M, Saturay, Jr, Mark Albert, H. Zarco, Winston C. Pioquinto, P.Thirapong和訳 Extremely Rapid Rockslide-Debris Avalanche at St. Bernard, Southern Leyte, Philippines Extremely Rapid Rockslide-Debris Avalanche at St. Bernard, Southern Leyte, Philippines Extremely Rapid Rockslide-Debris Avalanche at St. Bernard, Southern Leyte, Philippines , 54, 5, 33-34 , 54, 5, 33-34 , 54, 5, 33-34 2006 Disclose to all
K.Fujikawa, Atsushi Iizuka, K.Kawai, T.Pipatpongsa K.Fujikawa, Atsushi Iizuka, K.Kawai, T.Pipatpongsa K.Fujikawa, Atsushi Iizuka, K.Kawai, T.Pipatpongsa The mathematical modeling of unsaturated soil-water coupled problem considering mass transfer The mathematical modeling of unsaturated soil-water coupled problem considering mass transfer The mathematical modeling of unsaturated soil-water coupled problem considering mass transfer Journal of Applied Mechanics, JSCE, 9, 377-384 Journal of Applied Mechanics, JSCE, 9, 377-384 Journal of Applied Mechanics, JSCE, 9, 377-384 2006 Disclose to all
Sandra G. Catane, Hillel B. Cabria, Cristituto P, Tomarong, Jr, Ricarido M, Saturay, Jr, Mark Albert, H. Zarco, Winston C. Pioquinto, P.Thirapong和訳 Sandra G. Catane, Hillel B. Cabria, Cristituto P, Tomarong, Jr, Ricarido M, Saturay, Jr, Mark Albert, H. Zarco, Winston C. Pioquinto, P.Thirapong和訳 フィリピン南レイテ州セントバーナードでの急速岩すべり・土石流 フィリピン南レイテ州セントバーナードでの急速岩すべり・土石流 土と基礎, 54, 5, 33-34 土と基礎, 54, 5, 33-34 , 54, 5, 33-34 2006 Disclose to all
FUJIKAWA Kazuhiko, IZUKA Atsushi, KAWAI Katsuyuki, PIPATPONGSA Thirapong 藤川 和彦, 飯塚 敦, 河井 克之, ピパットパンサー ティラポン FUJIKAWA Kazuhiko, IZUKA Atsushi, KAWAI Katsuyuki, PIPATPONGSA Thirapong The Mathematical Modeling of Unsaturated Soil-Water Coupled Problem Considering Mass Transfer and its FE formulation 物質移動を考慮した不飽和土/水連成問題の数理モデルと有限要素解析手法 The Mathematical Modeling of Unsaturated Soil-Water Coupled Problem Considering Mass Transfer and its FE formulation Journal of applied mechanics, 9, 9, 377-384 応用力学論文集, 9, 9, 377-384 Journal of applied mechanics, 9, 9, 377-384 2006 Japanese Disclose to all
T. Pipatpongsa T. Pipatpongsa T. Pipatpongsa Nanotechnology in Taiwan Nanotechnology in Taiwan Nanotechnology in Taiwan Thailand's Semiconductor Electronics Journal, 278-279, 230-238, 224-230 Thailand's Semiconductor Electronics Journal, 278-279, 230-238, 224-230 Thailand's Semiconductor Electronics Journal, 278-279, 230-238, 224-230 2005 Disclose to all
T. Pipatpongsa T. Pipatpongsa T. Pipatpongsa Taiwan's Key Elements of Success Taiwan's Key Elements of Success Taiwan's Key Elements of Success Thailand Trade and Economic Office (Taipei), 1-222 Thailand Trade and Economic Office (Taipei), 1-222 Thailand Trade and Economic Office (Taipei), 1-222 2005 Disclose to all
T. Pipatpongsa T. Pipatpongsa Nanotechnology in Taiwan Nanotechnology in Taiwan Thailand's Semiconductor Electronics Journal, 278-279, 230-238, 224-230 Thailand's Semiconductor Electronics Journal, 278-279, 230-238, 224-230 , 278-279, 230-238, 224-230 2005 Disclose to all
T. Pipatpongsa T. Pipatpongsa Taiwan's Key Elements of Success Taiwan's Key Elements of Success Thailand Trade and Economic Office (Taipei), 1-222 Thailand Trade and Economic Office (Taipei), 1-222 , 1-222 2005 Disclose to all
大野進太郎, 竹山智英, 飯塚敦, Pipatpongsa Thirapong, 太田秀樹 大野進太郎, 竹山智英, 飯塚敦, Pipatpongsa Thirapong, 太田秀樹 地盤動態解析の基礎理論 地盤動態解析の基礎理論 21世紀COEプログラム「都市地震工学の発展と体系化」, 96, No., 35-46 21世紀COEプログラム「都市地震工学の発展と体系化」, 96, No., 35-46 , 96, No., 35-46 2005 Disclose to all
Pipatpongsa Thirapong, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki Pipatpongsa Thirapong, 飯塚 敦, 小林 一三, 太田 秀樹 Pipatpongsa Thirapong, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model 関口・太田モデルによる弾塑性接線テンソル Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model Proceedings of the Japan National Conference on Geotechnical Engineering, 38, 0, 1125-1126 地盤工学研究発表会 発表講演集, 38, 0, 1125-1126 Proceedings of the Japan National Conference on Geotechnical Engineering, 38, 0, 1125-1126 2003 Disclose to all
Yuttapongtada Yotsak, Pipatpongsa Thirapong, Iizuka Atsushi, Ohta Hideki Yuttapongtada Yotsak, Pipatpongsa Thirapong, 飯塚 敦, 太田 秀樹 Yuttapongtada Yotsak, Pipatpongsa Thirapong, Iizuka Atsushi, Ohta Hideki FEM for the Sekiguchi-Ohta Model considering non-smooth yield surface FEM for the Sekiguchi-Ohta Model considering non-smooth yield surface FEM for the Sekiguchi-Ohta Model considering non-smooth yield surface Proceedings of the Japan National Conference on Geotechnical Engineering, 38, 0, 285-286 地盤工学研究発表会 発表講演集, 38, 0, 285-286 Proceedings of the Japan National Conference on Geotechnical Engineering, 38, 0, 285-286 2003 English Disclose to all
Pipatpongsa Thirapong, Osakabe Kazuya, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki ピパットポンサー ティラポン, 小坂部 和也, 飯塚 敦, 小林 一三, 太田 秀樹 Pipatpongsa Thirapong, Osakabe Kazuya, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki Consistent tangential moduli for rate-independent Sekiguchi-Ohta model 関口&middot;太田モデルに適用する弾塑性接線係数 Consistent tangential moduli for rate-independent Sekiguchi-Ohta model Proceedings of the Japan National Conference on Geotechnical Engineering, 37, 0, 329-330 地盤工学研究発表会 発表講演集, 37, 0, 329-330 Proceedings of the Japan National Conference on Geotechnical Engineering, 37, 0, 329-330 2002 Disclose to all
Pipatpongsa Thirapong, Osakabe Kazuya, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki ピパットポンサー ティラポン, 小坂部 和也, 飯塚 敦, 小林 一三, 太田 秀樹 Pipatpongsa Thirapong, Osakabe Kazuya, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki Stress update algorithm for rate-independent Sekiguchi-Ohta model 関口&middot;太田モデルに適用する陰解法応力更新アルゴリズム Stress update algorithm for rate-independent Sekiguchi-Ohta model Proceedings of the Japan National Conference on Geotechnical Engineering, 37, 0, 331-332 地盤工学研究発表会 発表講演集, 37, 0, 331-332 Proceedings of the Japan National Conference on Geotechnical Engineering, 37, 0, 331-332 2002 Disclose to all
Pipatpongsa Thirapong, Yuttapongtada Yotsak, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki ピパットポンサー ティラポン, ユッタポンターダー ヨッサック, 飯塚 敦, 小林 一三, 太田 秀樹 Pipatpongsa Thirapong, Yuttapongtada Yotsak, Iizuka Atsushi, Kobayashi Ichizo, Ohta Hideki Interpretation of Koiter&rsquo;s associated flow rule to the corner of the Sekiguchi-Ohta model 関口&middot;太田モデルの尖り点におけるKoiterによる関連流れ則の解釈 Interpretation of Koiter&rsquo;s associated flow rule to the corner of the Sekiguchi-Ohta model Proceedings of the Japan National Conference on Geotechnical Engineering, 37, 0, 351-352 地盤工学研究発表会 発表講演集, 37, 0, 351-352 Proceedings of the Japan National Conference on Geotechnical Engineering, 37, 0, 351-352 2002 Disclose to all
T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta FEM formulation for analysis of soil constitutive model with a corner in the yield surface FEM formulation for analysis of soil constitutive model with a corner in the yield surface FEM formulation for analysis of soil constitutive model with a corner in the yield surface Journal of Structural Engineering, JSCE, 48A, 185-194 Journal of Structural Engineering, JSCE, 48A, 185-194 Journal of Structural Engineering, JSCE, 48A, 185-194 2002 Disclose to all
T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta FEM formulation for analysis of soil constitutive model with a corner in the yield surface FEM formulation for analysis of soil constitutive model with a corner in the yield surface Journal of Structural Engineering, JSCE, 48A, 185-194 Journal of Structural Engineering, JSCE, 48A, 185-194 , 48A, 185-194 2002 Disclose to all
PIPATPONGSA T, OHTA Hideki, KOBAYASHI Ichizo, IIZUKA Atsushi PIPATPONGSA T, 太田 秀樹, 小林 一三, 飯塚 敦 PIPATPONGSA T, OHTA Hideki, KOBAYASHI Ichizo, IIZUKA Atsushi 塑性ポテンシャル関数の尖り点における関連流則の処理 塑性ポテンシャル関数の尖り点における関連流則の処理 塑性ポテンシャル関数の尖り点における関連流則の処理 第36回地盤工学研究発表会講演集, pp.935-936 第36回地盤工学研究発表会講演集, pp.935-936 第36回地盤工学研究発表会講演集, pp.935-936 2001/06 Japanese Other article Disclose to all
PIPATPONGSA T, OHTA Hideki, KOBAYASHI Ichizo, IIZUKA Atsushi PIPATPONGSA T, 太田 秀樹, 小林 一三, 飯塚 敦 PIPATPONGSA T, OHTA Hideki, KOBAYASHI Ichizo, IIZUKA Atsushi 関口・太田モデルによる有効内部摩擦角とKo値の関係 関口・太田モデルによる有効内部摩擦角とKo値の関係 関口・太田モデルによる有効内部摩擦角とKo値の関係 第36回地盤工学研究発表会講演集, pp.937-938 第36回地盤工学研究発表会講演集, pp.937-938 第36回地盤工学研究発表会講演集, pp.937-938 2001/06 Japanese Other article Disclose to all
Pipatpongsa Thirapong, Kobayashi Ichizo, Ohta Hideki, Iizuka Atsushi ピパットポンサー ティラポン, 小林 一三, 太田 秀樹, 飯塚 敦 Pipatpongsa Thirapong, Kobayashi Ichizo, Ohta Hideki, Iizuka Atsushi Implicit Finite Element Implementation of an Anisotropic Soil Model 異方性地盤材料の構成モデルの陰解法有限要素解析への適用 Implicit Finite Element Implementation of an Anisotropic Soil Model NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 51, 0, 91-91 理論応用力学講演会 講演論文集, 51, 0, 91-91 NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 51, 0, 91-91 2001 Disclose to all
Pipatpongsa, T, Iizuka, A, Kobayashi, I, Ohta, H, Suzuki, Y Pipatpongsa, T, Iizuka, A, Kobayashi, I, Ohta, H, Suzuki, Y Pipatpongsa, T, Iizuka, A, Kobayashi, I, Ohta, H, Suzuki, Y Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms Journal of Applied Mechanics, JSCE, 4, 295-306 Journal of Applied Mechanics, JSCE, 4, 295-306 Journal of Applied Mechanics, JSCE, 4, 295-306 2001 Disclose to all
PIPATPONGSA Thirapong, IIZUKA Atsushi, KOBAYASHI Ichizo, OHTA Hideki, SUZUKI Yukihito Pipatpongsa Thirapong, 飯塚 敦, 小林 一三, OHTA Hideki, SUZUKI Yukihito PIPATPONGSA Thirapong, IIZUKA Atsushi, KOBAYASHI Ichizo, OHTA Hideki, SUZUKI Yukihito Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms 断面分割法を用いたコンクリートはりの衝撃挙動解析に関する一考察 Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms Journal of applied mechanics, 4, 4, 295-306 応用力学論文集, 4, 4, 295-306 Journal of applied mechanics, 4, 4, 295-306 2001 Disclose to all
PIPATPONGSA T, OHTA Hideki, YAMAGAMI Naoyuki, IIZUKA Atsushi, HASHIMOTO Mitsuhiro PIPATPONGSA T, 太田 秀樹, 山上 尚幸, 飯塚 敦, 橋本 充弘 PIPATPONGSA T, OHTA Hideki, YAMAGAMI Naoyuki, IIZUKA Atsushi, HASHIMOTO Mitsuhiro FEMを用いた軟弱地盤の掘削解析 FEMを用いた軟弱地盤の掘削解析 FEMを用いた軟弱地盤の掘削解析 第34回地盤工学研究発表会講演集, pp.1629-1630 第34回地盤工学研究発表会講演集, pp.1629-1630 第34回地盤工学研究発表会講演集, pp.1629-1630 1999/07 Japanese Other article Disclose to all

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Title language:
Conference Activities & Talks
Title Title(Japanese) Title(English) Conference Conference(Japanese) Conference(English) Promotor Promotor(Japanese) Promotor(English) Date Language Assortment Disclose
Development of a tsunami warning system for Thailand Development of a tsunami warning system for Thailand Development of a tsunami warning system for Thailand International Workshop on “The Indian Ocean Tsunami: 5 years later” International Workshop on “The Indian Ocean Tsunami: 5 years later” International Workshop on “The Indian Ocean Tsunami: 5 years later” 2010 Disclose to all
Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model Proceeding of the 2nd Asean Civil Engineering Conference Proceeding of the 2nd Asean Civil Engineering Conference Proceeding of the 2nd Asean Civil Engineering Conference 2010 Disclose to all
Constant-volume direct box-shear test on clay-seam materials Constant-volume direct box-shear test on clay-seam materials Constant-volume direct box-shear test on clay-seam materials The 17th Southeast Asian Geotechnical Conference The 17th Southeast Asian Geotechnical Conference The 17th Southeast Asian Geotechnical Conference 2010 Disclose to all
Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide The 17th Southeast Asian Geotechnical Conference The 17th Southeast Asian Geotechnical Conference The 17th Southeast Asian Geotechnical Conference 2010 Disclose to all
Slope failures along oblique plane due to sequential removals of propping portion in physical model tests Slope failures along oblique plane due to sequential removals of propping portion in physical model tests Slope failures along oblique plane due to sequential removals of propping portion in physical model tests The 15th National Convention on Civil Engineering, Thailand The 15th National Convention on Civil Engineering, Thailand The 15th National Convention on Civil Engineering, Thailand 2010 Disclose to all
Shear strength parameters of clay seam placed between underburden layers of rock masses in the Mae Moh open-pit mine Shear strength parameters of clay seam placed between underburden layers of rock masses in the Mae Moh open-pit mine Shear strength parameters of clay seam placed between underburden layers of rock masses in the Mae Moh open-pit mine The 15th National Convention on Civil Engineering, Thailand The 15th National Convention on Civil Engineering, Thailand The 15th National Convention on Civil Engineering, Thailand 2010 Disclose to all
Stress analysis of planar slopes inclined at the angle of repose with fixed principal axes Stress analysis of planar slopes inclined at the angle of repose with fixed principal axes Stress analysis of planar slopes inclined at the angle of repose with fixed principal axes The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering 2010 Disclose to all
Stability assessment of rainfall-induced landslides slipped along clay seam Stability assessment of rainfall-induced landslides slipped along clay seam Stability assessment of rainfall-induced landslides slipped along clay seam The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering 2010 Disclose to all
Dynamic properties of Chiang Mai sand using the cyclic direct simple shear test Dynamic properties of Chiang Mai sand using the cyclic direct simple shear test Dynamic properties of Chiang Mai sand using the cyclic direct simple shear test The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering 2010 Disclose to all
Numerical analysis of admissible stresses in conical sand heap deposited in loose condition Numerical analysis of admissible stresses in conical sand heap deposited in loose condition Numerical analysis of admissible stresses in conical sand heap deposited in loose condition The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering 2010 Disclose to all
Arching effect in retaining walls under translation mode with surcharge Arching effect in retaining walls under translation mode with surcharge Arching effect in retaining walls under translation mode with surcharge The 45th Japan National Conference on Geotechnical Engineering The 45th Japan National Conference on Geotechnical Engineering The 45th Japan National Conference on Geotechnical Engineering 2010 Disclose to all
Method to Cope with Singular Point of Sekiguchi-Ohta’s Model considering Super-Subloading yield surface Method to Cope with Singular Point of Sekiguchi-Ohta’s Model considering Super-Subloading yield surface Method to Cope with Singular Point of Sekiguchi-Ohta’s Model considering Super-Subloading yield surface The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering 2010 Disclose to all
Arch action in granular media placing along an oblique plane across an undercut pit examined by computer simulations Arch action in granular media placing along an oblique plane across an undercut pit examined by computer simulations Arch action in granular media placing along an oblique plane across an undercut pit examined by computer simulations Japan Society of Civil Engineers 2010 Annual Meeting Japan Society of Civil Engineers 2010 Annual Meeting Japan Society of Civil Engineers 2010 Annual Meeting 2010 Disclose to all
Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Investigation of load transfer mechanisms due to undercutting at toe of slope resting on sliding plane by using 3D elastic analyses Investigation of load transfer mechanisms due to undercutting at toe of slope resting on sliding plane by using 3D elastic analyses Investigation of load transfer mechanisms due to undercutting at toe of slope resting on sliding plane by using 3D elastic analyses The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Constant volume monotonic response of reconstituted sand under direct simple shear test Constant volume monotonic response of reconstituted sand under direct simple shear test Constant volume monotonic response of reconstituted sand under direct simple shear test The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Arch shapes and principal stress trajectories in planar heap of dry sand Arch shapes and principal stress trajectories in planar heap of dry sand Arch shapes and principal stress trajectories in planar heap of dry sand IS-SHANGHAI2010 IS-SHANGHAI2010 IS-SHANGHAI2010 2010 Disclose to all
Shear strength parameter of Mae Moh clay seam under simple shear condition Shear strength parameter of Mae Moh clay seam under simple shear condition Shear strength parameter of Mae Moh clay seam under simple shear condition The 23rd KKCNN symposium on Civil Engineering The 23rd KKCNN symposium on Civil Engineering The 23rd KKCNN symposium on Civil Engineering 2010 Disclose to all
Development of a tsunami warning system for Thailand Development of a tsunami warning system for Thailand International Workshop on “The Indian Ocean Tsunami: 5 years later” International Workshop on “The Indian Ocean Tsunami: 5 years later” 2010 Disclose to all
Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model Proceeding of the 2nd Asean Civil Engineering Conference Proceeding of the 2nd Asean Civil Engineering Conference 2010 Disclose to all
Constant-volume direct box-shear test on clay-seam materials Constant-volume direct box-shear test on clay-seam materials The 17th Southeast Asian Geotechnical Conference The 17th Southeast Asian Geotechnical Conference 2010 Disclose to all
Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide The 17th Southeast Asian Geotechnical Conference The 17th Southeast Asian Geotechnical Conference 2010 Disclose to all
Slope failures along oblique plane due to sequential removals of propping portion in physical model tests Slope failures along oblique plane due to sequential removals of propping portion in physical model tests The 15th National Convention on Civil Engineering, Thailand The 15th National Convention on Civil Engineering, Thailand 2010 Disclose to all
Shear strength parameters of clay seam placed between underburden layers of rock masses in the Mae Moh open-pit mine Shear strength parameters of clay seam placed between underburden layers of rock masses in the Mae Moh open-pit mine The 15th National Convention on Civil Engineering, Thailand The 15th National Convention on Civil Engineering, Thailand 2010 Disclose to all
安息角で形成された平面状斜面における固定主応力軸を仮定した応力解析 安息角で形成された平面状斜面における固定主応力軸を仮定した応力解析 第45回地盤工学研究発表会 第45回地盤工学研究発表会 2010 Disclose to all
Stability assessment of rainfall-induced landslides slipped along clay seam Stability assessment of rainfall-induced landslides slipped along clay seam The 45th National Conference of Japan Geotechnical Engineering The 45th National Conference of Japan Geotechnical Engineering 2010 Disclose to all
繰返し単純せん断実験によるチェンマイ砂の動的性質の評価 繰返し単純せん断実験によるチェンマイ砂の動的性質の評価 第45回地盤工学研究発表会 第45回地盤工学研究発表会 2010 Disclose to all
緩い積み上げ円錐型砂山における可容応力の数値解析 緩い積み上げ円錐型砂山における可容応力の数値解析 第45回地盤工学研究発表会 第45回地盤工学研究発表会 2010 Disclose to all
Arching effect in retaining walls under translation mode with surcharge Arching effect in retaining walls under translation mode with surcharge The 45th Japan National Conference on Geotechnical Engineering The 45th Japan National Conference on Geotechnical Engineering 2010 Disclose to all
下負荷面・上負荷面を考慮した関口・太田モデルの特異点処理法 下負荷面・上負荷面を考慮した関口・太田モデルの特異点処理法 第45回地盤工学研究発表会 第45回地盤工学研究発表会 2010 Disclose to all
Arch action in granular media placing along an oblique plane across an undercut pit examined by computer simulations Arch action in granular media placing along an oblique plane across an undercut pit examined by computer simulations Japan Society of Civil Engineers 2010 Annual Meeting Japan Society of Civil Engineers 2010 Annual Meeting 2010 Disclose to all
Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Investigation of load transfer mechanisms due to undercutting at toe of slope resting on sliding plane by using 3D elastic analyses Investigation of load transfer mechanisms due to undercutting at toe of slope resting on sliding plane by using 3D elastic analyses The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Constant volume monotonic response of reconstituted sand under direct simple shear test Constant volume monotonic response of reconstituted sand under direct simple shear test The 12th JSCE International Summer Symposium The 12th JSCE International Summer Symposium 2010 Disclose to all
Arch shapes and principal stress trajectories in planar heap of dry sand Arch shapes and principal stress trajectories in planar heap of dry sand IS-SHANGHAI2010 IS-SHANGHAI2010 2010 Disclose to all
Shear strength parameter of Mae Moh clay seam under simple shear condition Shear strength parameter of Mae Moh clay seam under simple shear condition The 23rd KKCNN symposium on Civil Engineering The 23rd KKCNN symposium on Civil Engineering 2010 Disclose to all
Statics of granular media in wedge-shaped heap Statics of granular media in wedge-shaped heap Statics of granular media in wedge-shaped heap The 6th Regional Symposium on Infrastructure Development The 6th Regional Symposium on Infrastructure Development The 6th Regional Symposium on Infrastructure Development 2009 Disclose to all
Backward-Euler stress update algorithm for the original Cam-clay model with vertex singularity Backward-Euler stress update algorithm for the original Cam-clay model with vertex singularity Backward-Euler stress update algorithm for the original Cam-clay model with vertex singularity International Symposium on Predication and Simulation Methods for Geohazard Mitigation (IS-Kyoto 2009) International Symposium on Predication and Simulation Methods for Geohazard Mitigation (IS-Kyoto 2009) International Symposium on Predication and Simulation Methods for Geohazard Mitigation (IS-Kyoto 2009) 2009 Disclose to all
Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation The 14th National Convention on Civil Engineering of Thailand The 14th National Convention on Civil Engineering of Thailand The 14th National Convention on Civil Engineering of Thailand 2009 Disclose to all
Analyses of coefficient of lateral earth pressure in wedge-shaped granular mound based on Jaky’s (1944) hypothesis Analyses of coefficient of lateral earth pressure in wedge-shaped granular mound based on Jaky’s (1944) hypothesis Analyses of coefficient of lateral earth pressure in wedge-shaped granular mound based on Jaky’s (1944) hypothesis The 14th National Convention on Civil Engineering of Thailand The 14th National Convention on Civil Engineering of Thailand The 14th National Convention on Civil Engineering of Thailand 2009 Disclose to all
Analyses of pressure distribution under 2D sand heap by considering arching effect Analyses of pressure distribution under 2D sand heap by considering arching effect Analyses of pressure distribution under 2D sand heap by considering arching effect NCTAM2009 NCTAM2009 NCTAM2009 2009 Disclose to all
Salt damage by climate conditions and countermeasures Salt damage by climate conditions and countermeasures Salt damage by climate conditions and countermeasures The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering 2009 Disclose to all
Stress analyses of central pressure dip phenomenon underneath two-dimensional sand heaps Stress analyses of central pressure dip phenomenon underneath two-dimensional sand heaps Stress analyses of central pressure dip phenomenon underneath two-dimensional sand heaps The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering 2009 Disclose to all
Critical grouting pressure prediction in Iran Kheirabad rock mass based on fracture mechanics approach Critical grouting pressure prediction in Iran Kheirabad rock mass based on fracture mechanics approach Critical grouting pressure prediction in Iran Kheirabad rock mass based on fracture mechanics approach The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering 2009 Disclose to all
Theoretical analyses of arch action and stress distribution due to bin effect in storage silo of granular media Theoretical analyses of arch action and stress distribution due to bin effect in storage silo of granular media Theoretical analyses of arch action and stress distribution due to bin effect in storage silo of granular media The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering The 44th National Conference of Japan Geotechnical Engineering 2009 Disclose to all
Consistent integration for Iwan spring model under multisurface hyperplasticity framework Consistent integration for Iwan spring model under multisurface hyperplasticity framework Consistent integration for Iwan spring model under multisurface hyperplasticity framework JSCE Annual Meeting 2009 JSCE Annual Meeting 2009 JSCE Annual Meeting 2009 2009 Disclose to all
Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach The 4th Asian Particle Technology Symposium The 4th Asian Particle Technology Symposium The 4th Asian Particle Technology Symposium 2009 Disclose to all
Effect of yield function’s form on performance of the backward-Euler stress update algorithm for the original cam-clay model Effect of yield function’s form on performance of the backward-Euler stress update algorithm for the original cam-clay model Effect of yield function’s form on performance of the backward-Euler stress update algorithm for the original cam-clay model Proceedings of the 11th International Summer Symposium, JSCE Proceedings of the 11th International Summer Symposium, JSCE Proceedings of the 11th International Summer Symposium, JSCE 2009 Disclose to all
Effect of the modified Cam-clay yield function's form on performance of the Backward-Euler stress update algorithm Effect of the modified Cam-clay yield function's form on performance of the Backward-Euler stress update algorithm Effect of the modified Cam-clay yield function's form on performance of the Backward-Euler stress update algorithm The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Error in Nadai (1963) 's distribution of stress in gravitating loose earth inclined at the angle of repose Error in Nadai (1963) 's distribution of stress in gravitating loose earth inclined at the angle of repose Error in Nadai (1963) 's distribution of stress in gravitating loose earth inclined at the angle of repose The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Stress distribution in storage silo under uniform vertical pressure Stress distribution in storage silo under uniform vertical pressure Stress distribution in storage silo under uniform vertical pressure The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Excavation problems in Maemoh lignite open-pit mine of Thailand Excavation problems in Maemoh lignite open-pit mine of Thailand Excavation problems in Maemoh lignite open-pit mine of Thailand Geo-Kanto2009 Geo-Kanto2009 Geo-Kanto2009 2009 Disclose to all
Failure mechanisms in arched excavation of sloped earth using model test Failure mechanisms in arched excavation of sloped earth using model test Failure mechanisms in arched excavation of sloped earth using model test Geo-Kanto2009 Geo-Kanto2009 Geo-Kanto2009 2009 Disclose to all
Spatial distributions of safety factor against sliding in loose heap of sand Spatial distributions of safety factor against sliding in loose heap of sand Spatial distributions of safety factor against sliding in loose heap of sand Geo-Kanto2009 Geo-Kanto2009 Geo-Kanto2009 2009 Disclose to all
Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Asian Pacific Conference for Materials and Mechanics 2009 Asian Pacific Conference for Materials and Mechanics 2009 Asian Pacific Conference for Materials and Mechanics 2009 2009 Disclose to all
Granular arch shapes under criterion of silo effect Granular arch shapes under criterion of silo effect Granular arch shapes under criterion of silo effect Asian Pacific Conference for Materials and Mechanics 2009 Asian Pacific Conference for Materials and Mechanics 2009 Asian Pacific Conference for Materials and Mechanics 2009 2009 Disclose to all
Development of Tsunami database in Thailand through supercomputing research collaboration Development of Tsunami database in Thailand through supercomputing research collaboration Development of Tsunami database in Thailand through supercomputing research collaboration The 20th Annual Conference the Japan Society for International Development The 20th Annual Conference the Japan Society for International Development The 20th Annual Conference the Japan Society for International Development 2009 Disclose to all
A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization UNSAT-ASIA2009 UNSAT-ASIA2009 UNSAT-ASIA2009 2009 Disclose to all
Particular stress distributions in granular wedges under coulomb friction inequality Particular stress distributions in granular wedges under coulomb friction inequality Particular stress distributions in granular wedges under coulomb friction inequality the 2nd International Symposium on Computational Mechanics (ISCM II) and the 12th International Conference on the Enhancement and Promotion of Computational Methods in Engineering and Science (EPMESC XII) the 2nd International Symposium on Computational Mechanics (ISCM II) and the 12th International Conference on the Enhancement and Promotion of Computational Methods in Engineering and Science (EPMESC XII) the 2nd International Symposium on Computational Mechanics (ISCM II) and the 12th International Conference on the Enhancement and Promotion of Computational Methods in Engineering and Science (EPMESC XII) 2009 Disclose to all
Statics of granular media in wedge-shaped heap Statics of granular media in wedge-shaped heap The 6th Regional Symposium on Infrastructure Development The 6th Regional Symposium on Infrastructure Development 2009 Disclose to all
Backward-Euler stress update algorithm for the original Cam-clay model with vertex singularity Backward-Euler stress update algorithm for the original Cam-clay model with vertex singularity International Symposium on Predication and Simulation Methods for Geohazard Mitigation (IS-Kyoto 2009) International Symposium on Predication and Simulation Methods for Geohazard Mitigation (IS-Kyoto 2009) 2009 Disclose to all
Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation The 14th National Convention on Civil Engineering of Thailand The 14th National Convention on Civil Engineering of Thailand 2009 Disclose to all
Analyses of coefficient of lateral earth pressure in wedge-shaped granular mound based on Jaky’s (1944) hypothesis Analyses of coefficient of lateral earth pressure in wedge-shaped granular mound based on Jaky’s (1944) hypothesis The 14th National Convention on Civil Engineering of Thailand The 14th National Convention on Civil Engineering of Thailand 2009 Disclose to all
アーチ効果を考慮した二次元砂山底面での圧力分布解析 アーチ効果を考慮した二次元砂山底面での圧力分布解析 第58回理論応用力学講演会 第58回理論応用力学講演会 2009 Disclose to all
気候条件に伴う塩害の被害及び対策 気候条件に伴う塩害の被害及び対策 第44回地盤工学研究発表会 第44回地盤工学研究発表会 2009 Disclose to all
二次元平面砂山の頂上真下に生じた圧力極小値現象の応力解析 二次元平面砂山の頂上真下に生じた圧力極小値現象の応力解析 第44回地盤工学研究発表会 第44回地盤工学研究発表会 2009 Disclose to all
破壊力学アプローチに基づくイランでのケーラバッド岩盤への注入限界圧力の予測 破壊力学アプローチに基づくイランでのケーラバッド岩盤への注入限界圧力の予測 第44回地盤工学研究発表会 第44回地盤工学研究発表会 2009 Disclose to all
サイロ効果による貯蔵粒状体の応力分布・アーチ作用の理論解析 サイロ効果による貯蔵粒状体の応力分布・アーチ作用の理論解析 第44回地盤工学研究発表会 第44回地盤工学研究発表会 2009 Disclose to all
Consistent integration for Iwan spring model under multisurface hyperplasticity framework Consistent integration for Iwan spring model under multisurface hyperplasticity framework JSCE Annual Meeting 2009 JSCE Annual Meeting 2009 2009 Disclose to all
Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach The 4th Asian Particle Technology Symposium The 4th Asian Particle Technology Symposium 2009 Disclose to all
Effect of yield function’s form on performance of the backward-Euler stress update algorithm for the original cam-clay model Effect of yield function’s form on performance of the backward-Euler stress update algorithm for the original cam-clay model Proceedings of the 11th International Summer Symposium, JSCE Proceedings of the 11th International Summer Symposium, JSCE 2009 Disclose to all
Effect of the modified Cam-clay yield function's form on performance of the Backward-Euler stress update algorithm Effect of the modified Cam-clay yield function's form on performance of the Backward-Euler stress update algorithm The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Error in Nadai (1963) 's distribution of stress in gravitating loose earth inclined at the angle of repose Error in Nadai (1963) 's distribution of stress in gravitating loose earth inclined at the angle of repose The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Stress distribution in storage silo under uniform vertical pressure Stress distribution in storage silo under uniform vertical pressure The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity The 22nd KKCNN symposium on Civil Engineering The 22nd KKCNN symposium on Civil Engineering 2009 Disclose to all
Excavation problems in Maemoh lignite open-pit mine of Thailand Excavation problems in Maemoh lignite open-pit mine of Thailand Geo-Kanto2009 Geo-Kanto2009 2009 Disclose to all
Failure mechanisms in arched excavation of sloped earth using model test Failure mechanisms in arched excavation of sloped earth using model test Geo-Kanto2009 Geo-Kanto2009 2009 Disclose to all
Spatial distributions of safety factor against sliding in loose heap of sand Spatial distributions of safety factor against sliding in loose heap of sand Geo-Kanto2009 Geo-Kanto2009 2009 Disclose to all
Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition Asian Pacific Conference for Materials and Mechanics 2009 Asian Pacific Conference for Materials and Mechanics 2009 2009 Disclose to all
Granular arch shapes under criterion of silo effect Granular arch shapes under criterion of silo effect Asian Pacific Conference for Materials and Mechanics 2009 Asian Pacific Conference for Materials and Mechanics 2009 2009 Disclose to all
Development of Tsunami database in Thailand through supercomputing research collaboration Development of Tsunami database in Thailand through supercomputing research collaboration The 20th Annual Conference the Japan Society for International Development The 20th Annual Conference the Japan Society for International Development 2009 Disclose to all
A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization UNSAT-ASIA2009 UNSAT-ASIA2009 2009 Disclose to all
Particular stress distributions in granular wedges under coulomb friction inequality Particular stress distributions in granular wedges under coulomb friction inequality the 2nd International Symposium on Computational Mechanics (ISCM II) and the 12th International Conference on the Enhancement and Promotion of Computational Methods in Engineering and Science (EPMESC XII) the 2nd International Symposium on Computational Mechanics (ISCM II) and the 12th International Conference on the Enhancement and Promotion of Computational Methods in Engineering and Science (EPMESC XII) 2009 Disclose to all
Discussion on influence of Japanese investment and cooperation to Thai society by students from Thai, Japanese and other neighboring countries -JAYSES: Japan-Asia Young Scientist and Engineer Study Visit; the official event to celebrate the 120th anniv・・・ Discussion on influence of Japanese investment and cooperation to Thai society by students from Thai, Japanese and other neighboring countries -JAYSES: Japan-Asia Young Scientist and Engineer Study Visit; the official event to celebrate the 120th anniv・・・ Discussion on influence of Japanese investment and cooperation to Thai society by students from Thai, Japanese and other neighboring countries -JAYSES: Japan-Asia Young Scientist and Engineer Study Visit; the official event to celebrate the 120th anniv・・・ the 10th International Conference on Thai Studies the 10th International Conference on Thai Studies the 10th International Conference on Thai Studies 2008 Disclose to all
How can we describe strain changes due to isotropic consolidation by using the original cam clay model? How can we describe strain changes due to isotropic consolidation by using the original cam clay model? How can we describe strain changes due to isotropic consolidation by using the original cam clay model? The 13th National Convention on Civil Engineering of Thailand The 13th National Convention on Civil Engineering of Thailand The 13th National Convention on Civil Engineering of Thailand 2008 Disclose to all
Domain of metastability at the corner of the Sekiguchi-Ohta model Domain of metastability at the corner of the Sekiguchi-Ohta model Domain of metastability at the corner of the Sekiguchi-Ohta model 2008 Disclose to all
Apparent c`-intercept induced by capillary action Apparent c`-intercept induced by capillary action Apparent c`-intercept induced by capillary action 2008 Disclose to all
Critical pressure prediction in rock grouting by using the fracture mechanics principles Critical pressure prediction in rock grouting by using the fracture mechanics principles Critical pressure prediction in rock grouting by using the fracture mechanics principles JSCE Annual Meeting 2008 JSCE Annual Meeting 2008 JSCE Annual Meeting 2008 2008 Disclose to all
Analysis of stresses in wedge-shaped granular mound Analysis of stresses in wedge-shaped granular mound Analysis of stresses in wedge-shaped granular mound The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium 2008 Disclose to all
Hyperplasticity modelling of normally consolidated clays in simple shear Hyperplasticity modelling of normally consolidated clays in simple shear Hyperplasticity modelling of normally consolidated clays in simple shear The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium 2008 Disclose to all
A fracture mechanics approach for hydraulic fracturing in situ stress measurements A fracture mechanics approach for hydraulic fracturing in situ stress measurements A fracture mechanics approach for hydraulic fracturing in situ stress measurements The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium 2008 Disclose to all
Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model the 21st KKCNN Symposium on Civil Engineering the 21st KKCNN Symposium on Civil Engineering the 21st KKCNN Symposium on Civil Engineering 2008 Disclose to all
An application of continuous hyperplasticity model to the response of normally consolidated clay under direct simple shear An application of continuous hyperplasticity model to the response of normally consolidated clay under direct simple shear An application of continuous hyperplasticity model to the response of normally consolidated clay under direct simple shear Proceeding of the 6th Asian Young Geotechnical Engineers Conference Proceeding of the 6th Asian Young Geotechnical Engineers Conference Proceeding of the 6th Asian Young Geotechnical Engineers Conference 2008 Disclose to all
Plasticity analysis of granular media reposed in wedge-shaped heap Plasticity analysis of granular media reposed in wedge-shaped heap Plasticity analysis of granular media reposed in wedge-shaped heap Geo-Kanto 2008 Geo-Kanto 2008 Geo-Kanto 2008 2008 Disclose to all
Artificial neural networks-based attenuation function for subduction zone earthquake Artificial neural networks-based attenuation function for subduction zone earthquake Artificial neural networks-based attenuation function for subduction zone earthquake Geo-Kanto 2008 Geo-Kanto 2008 Geo-Kanto 2008 2008 Disclose to all
Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo Geo-Kanto 2008 Geo-Kanto 2008 Geo-Kanto 2008 2008 Disclose to all
Finite element simulation of natural soft clay deposit response due to earthquake Finite element simulation of natural soft clay deposit response due to earthquake Finite element simulation of natural soft clay deposit response due to earthquake the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Disclose to all
Stress analysis of granular media confined in long vertical column Stress analysis of granular media confined in long vertical column Stress analysis of granular media confined in long vertical column the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
Interpretation of process of Ko-consolidation by randomized inhomogeneous strains Interpretation of process of Ko-consolidation by randomized inhomogeneous strains Interpretation of process of Ko-consolidation by randomized inhomogeneous strains the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
New discipline of collaborative research crossing borders through supercomputing infrastructure New discipline of collaborative research crossing borders through supercomputing infrastructure New discipline of collaborative research crossing borders through supercomputing infrastructure the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Disclose to all
Educational drive of Tokyo Tech toward human resources development in Thailand Educational drive of Tokyo Tech toward human resources development in Thailand Educational drive of Tokyo Tech toward human resources development in Thailand the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
Outlooks of Tokyo Tech Educational Field Trip in Thailand Outlooks of Tokyo Tech Educational Field Trip in Thailand Outlooks of Tokyo Tech Educational Field Trip in Thailand the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
Statics of granular media in wedge-shaped mound Statics of granular media in wedge-shaped mound Statics of granular media in wedge-shaped mound Geo-Chiangmai Geo-Chiangmai Geo-Chiangmai 2008 Disclose to all
Discussion on influence of Japanese investment and cooperation to Thai society by students from Thai, Japanese and other neighboring countries -JAYSES: Japan-Asia Young Scientist and Engineer Study Visit; the official event to celebrate the 120th anniv・・・ Discussion on influence of Japanese investment and cooperation to Thai society by students from Thai, Japanese and other neighboring countries -JAYSES: Japan-Asia Young Scientist and Engineer Study Visit; the official event to celebrate the 120th anniv・・・ the 10th International Conference on Thai Studies the 10th International Conference on Thai Studies 2008 Disclose to all
How can we describe strain changes due to isotropic consolidation by using the original cam clay model? How can we describe strain changes due to isotropic consolidation by using the original cam clay model? The 13th National Convention on Civil Engineering of Thailand The 13th National Convention on Civil Engineering of Thailand 2008 Disclose to all
Domain of metastability at the corner of the Sekiguchi-Ohta model Domain of metastability at the corner of the Sekiguchi-Ohta model 2008 Disclose to all
Apparent c`-intercept induced by capillary action Apparent c`-intercept induced by capillary action 2008 Disclose to all
静止土圧係数の解析 静止土圧係数の解析 第43回地盤工学研究発表会 第43回地盤工学研究発表会 2008 Disclose to all
関口・太田モデルの特異点における負荷判定法 関口・太田モデルの特異点における負荷判定法 第43回地盤工学研究発表会講演論文集 第43回地盤工学研究発表会講演論文集 2008 Disclose to all
密度の相違を考慮した砂の構成モデルとそのパラメータの決定法 密度の相違を考慮した砂の構成モデルとそのパラメータの決定法 第43回地盤工学研究発表会講演論文集 第43回地盤工学研究発表会講演論文集 2008 Disclose to all
Critical pressure prediction in rock grouting by using the fracture mechanics principles Critical pressure prediction in rock grouting by using the fracture mechanics principles JSCE Annual Meeting 2008 JSCE Annual Meeting 2008 2008 Disclose to all
Analysis of stresses in wedge-shaped granular mound Analysis of stresses in wedge-shaped granular mound The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium 2008 Disclose to all
Hyperplasticity modelling of normally consolidated clays in simple shear Hyperplasticity modelling of normally consolidated clays in simple shear The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium 2008 Disclose to all
A fracture mechanics approach for hydraulic fracturing in situ stress measurements A fracture mechanics approach for hydraulic fracturing in situ stress measurements The 10th JSCE International Summer Symposium The 10th JSCE International Summer Symposium 2008 Disclose to all
Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model the 21st KKCNN Symposium on Civil Engineering the 21st KKCNN Symposium on Civil Engineering 2008 Disclose to all
An application of continuous hyperplasticity model to the response of normally consolidated clay under direct simple shear An application of continuous hyperplasticity model to the response of normally consolidated clay under direct simple shear Proceeding of the 6th Asian Young Geotechnical Engineers Conference Proceeding of the 6th Asian Young Geotechnical Engineers Conference 2008 Disclose to all
Plasticity analysis of granular media reposed in wedge-shaped heap Plasticity analysis of granular media reposed in wedge-shaped heap Geo-Kanto 2008 Geo-Kanto 2008 2008 Disclose to all
Artificial neural networks-based attenuation function for subduction zone earthquake Artificial neural networks-based attenuation function for subduction zone earthquake Geo-Kanto 2008 Geo-Kanto 2008 2008 Disclose to all
Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo Geo-Kanto 2008 Geo-Kanto 2008 2008 Disclose to all
陰解応力積分法を導入した地盤構成式の検討 陰解応力積分法を導入した地盤構成式の検討 第5回地盤工学会関東支部発表会 第5回地盤工学会関東支部発表会 2008 Disclose to all
Finite element simulation of natural soft clay deposit response due to earthquake Finite element simulation of natural soft clay deposit response due to earthquake the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Disclose to all
Stress analysis of granular media confined in long vertical column Stress analysis of granular media confined in long vertical column the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
Interpretation of process of Ko-consolidation by randomized inhomogeneous strains Interpretation of process of Ko-consolidation by randomized inhomogeneous strains the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
New discipline of collaborative research crossing borders through supercomputing infrastructure New discipline of collaborative research crossing borders through supercomputing infrastructure the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Disclose to all
Educational drive of Tokyo Tech toward human resources development in Thailand Educational drive of Tokyo Tech toward human resources development in Thailand the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
Outlooks of Tokyo Tech Educational Field Trip in Thailand Outlooks of Tokyo Tech Educational Field Trip in Thailand the 1st Thailand-Japan International Academic Conference the 1st Thailand-Japan International Academic Conference 2008 Poster presentation Disclose to all
Statics of granular media in wedge-shaped mound Statics of granular media in wedge-shaped mound Geo-Chiangmai Geo-Chiangmai 2008 Disclose to all
Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow 2007 Disclose to all
Inhomogeneous Deformation Developing in a Clay Specimen Inhomogeneous Deformation Developing in a Clay Specimen Inhomogeneous Deformation Developing in a Clay Specimen the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow 2007 Disclose to all
Desertification in the stratified structure of terrestrial environment problems Desertification in the stratified structure of terrestrial environment problems Desertification in the stratified structure of terrestrial environment problems 2007 Disclose to all
Comparison of original and modified cam clay models extended for Ko-consolidated clays Comparison of original and modified cam clay models extended for Ko-consolidated clays Comparison of original and modified cam clay models extended for Ko-consolidated clays Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering 2007 Disclose to all
Soil/water coupled FE simulation of field performance of 5 embankments placed on homogeneous clay Soil/water coupled FE simulation of field performance of 5 embankments placed on homogeneous clay Soil/water coupled FE simulation of field performance of 5 embankments placed on homogeneous clay Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering 2007 Disclose to all
Effect of Japanese Technologies to Thai Industries by Students' Viewpoints Effect of Japanese Technologies to Thai Industries by Students' Viewpoints Effect of Japanese Technologies to Thai Industries by Students' Viewpoints Thai Student’s Association in Japan Thai Student’s Association in Japan Thai Student’s Association in Japan 2007 Disclose to all
Analysis of Embankment by Nonlinear Contractancy Description Analysis of Embankment by Nonlinear Contractancy Description Analysis of Embankment by Nonlinear Contractancy Description the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering 2007 Disclose to all
海岸防災に関する国際連携 海岸防災に関する国際連携 国際開発学会第8回春季大会 国際開発学会第8回春季大会 2007 Disclose to all
Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow 2007 Disclose to all
Inhomogeneous Deformation Developing in a Clay Specimen Inhomogeneous Deformation Developing in a Clay Specimen the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow 2007 Disclose to all
地球環境問題の階層的整理と砂漠化問題の位置付け 地球環境問題の階層的整理と砂漠化問題の位置付け 第42回地盤工学研究発表会 第42回地盤工学研究発表会 2007 Disclose to all
Comparison of original and modified cam clay models extended for Ko-consolidated clays Comparison of original and modified cam clay models extended for Ko-consolidated clays Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering 2007 Disclose to all
Soil/water coupled FE simulation of field performance of 5 embankments placed on homogeneous clay Soil/water coupled FE simulation of field performance of 5 embankments placed on homogeneous clay Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering Proceedings of the Sri Lankan Geotechnical Society’s First International Conference on Soil & Rock Engineering 2007 Disclose to all
Effect of Japanese Technologies to Thai Industries by Students' Viewpoints Effect of Japanese Technologies to Thai Industries by Students' Viewpoints Thai Student’s Association in Japan Thai Student’s Association in Japan 2007 Disclose to all
Analysis of Embankment by Nonlinear Contractancy Description Analysis of Embankment by Nonlinear Contractancy Description the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering 2007 Disclose to all
Applicability of implicit integration algorithm to boundary value problem Applicability of implicit integration algorithm to boundary value problem Applicability of implicit integration algorithm to boundary value problem The Japanese Geotechnical Society The Japanese Geotechnical Society The Japanese Geotechnical Society 2006 Disclose to all
Taiwan`s key elements of success Taiwan`s key elements of success Taiwan`s key elements of success 1st Thai-Japanese Student Exchange Meeting (TJSE2006) 1st Thai-Japanese Student Exchange Meeting (TJSE2006) 1st Thai-Japanese Student Exchange Meeting (TJSE2006) 2006 Disclose to all
Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion JSPS International Symposium on Environmental Engineering JSPS International Symposium on Environmental Engineering JSPS International Symposium on Environmental Engineering 2006 Disclose to all
陰解積分アルゴリズムの境界値問題への適用性の検討 陰解積分アルゴリズムの境界値問題への適用性の検討 第41回地盤工学研究発表会 第41回地盤工学研究発表会 2006 Disclose to all
拡張下負荷面を導入した弾粘塑性モデルの陰解積分アルゴリズム 拡張下負荷面を導入した弾粘塑性モデルの陰解積分アルゴリズム 第41回地盤工学研究発表会 第41回地盤工学研究発表会 2006 Disclose to all
関口・太田モデルにおける特異点処理法 関口・太田モデルにおける特異点処理法 第3回地盤工学会関東支部研究発表会講演集 第3回地盤工学会関東支部研究発表会講演集 2006 Disclose to all
異方圧密粘土を想定した弾塑性構成モデルの破壊条件とK0条件の理論式 異方圧密粘土を想定した弾塑性構成モデルの破壊条件とK0条件の理論式 第3回地盤工学会関東支部研究発表会講演集, 第3回地盤工学会関東支部研究発表会講演集, 2006 Disclose to all
Taiwan`s key elements of success Taiwan`s key elements of success 1st Thai-Japanese Student Exchange Meeting (TJSE2006) 1st Thai-Japanese Student Exchange Meeting (TJSE2006) 2006 Disclose to all
Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion JSPS International Symposium on Environmental Engineering JSPS International Symposium on Environmental Engineering 2006 Disclose to all
Development of the soil/water coupled F.E. program using implicit integration algorithm in stress update Development of the soil/water coupled F.E. program using implicit integration algorithm in stress update Development of the soil/water coupled F.E. program using implicit integration algorithm in stress update The Japanese Geotechnical Society The Japanese Geotechnical Society The Japanese Geotechnical Society 2005 Disclose to all
Implicit integration of elasto-plastic constitutive model with subloading surface Implicit integration of elasto-plastic constitutive model with subloading surface Implicit integration of elasto-plastic constitutive model with subloading surface 2005 Disclose to all
Japanese Tradition of Tsunami Disaster Mitigation and Rehabilitation Japanese Tradition of Tsunami Disaster Mitigation and Rehabilitation Japanese Tradition of Tsunami Disaster Mitigation and Rehabilitation Geotechnical Engineering for Disaster Prevention and Rehabilitation 3-4 August, 2005, Graha Santika Hotel Semarang, Central Java, Indonesia Geotechnical Engineering for Disaster Prevention and Rehabilitation 3-4 August, 2005, Graha Santika Hotel Semarang, Central Java, Indonesia Geotechnical Engineering for Disaster Prevention and Rehabilitation 3-4 August, 2005, Graha Santika Hotel Semarang, Central Java, Indonesia 2005 Disclose to all
Corner mode in the Sekiguchi-Ohta model Corner mode in the Sekiguchi-Ohta model Corner mode in the Sekiguchi-Ohta model Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts” Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts” Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts” 2005 Disclose to all
Traditional Education about Tsunami Hazard in Japan Traditional Education about Tsunami Hazard in Japan Traditional Education about Tsunami Hazard in Japan International Symposium on “Tsunami Reconstruction with Geosynthetics - Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control” International Symposium on “Tsunami Reconstruction with Geosynthetics - Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control” International Symposium on “Tsunami Reconstruction with Geosynthetics - Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control” 2005 Disclose to all
Public Education of Tsunami Disaster Mitigation and Rehabilitation Performed in Japanese Primary Schools Public Education of Tsunami Disaster Mitigation and Rehabilitation Performed in Japanese Primary Schools Public Education of Tsunami Disaster Mitigation and Rehabilitation Performed in Japanese Primary Schools Joint Working Group on “Geotechnical Engineering for Disaster Mitigation and Rehabilitation (JWG-DMR)” Joint Working Group on “Geotechnical Engineering for Disaster Mitigation and Rehabilitation (JWG-DMR)” Joint Working Group on “Geotechnical Engineering for Disaster Mitigation and Rehabilitation (JWG-DMR)” 2005 Disclose to all
応力更新陰解積分法を用いた土/水連成弾塑性有限要素プログラムの開発 応力更新陰解積分法を用いた土/水連成弾塑性有限要素プログラムの開発 第40回地盤工学研究発表会 第40回地盤工学研究発表会 2005 Disclose to all
下負荷面を導入した弾塑性構成モデルの陰解積分アルゴリズム 下負荷面を導入した弾塑性構成モデルの陰解積分アルゴリズム 第40回地盤工学研究発表会 第40回地盤工学研究発表会 2005 Disclose to all
数値微分による弾塑性剛性係数の導出と有限要素解析への適用 数値微分による弾塑性剛性係数の導出と有限要素解析への適用 第40回地盤工学研究発表会講演集 第40回地盤工学研究発表会講演集 2005 Disclose to all
陰解積分法を用いた関口・太田による弾・粘塑性モデルに対する応力更新アルゴリズム 陰解積分法を用いた関口・太田による弾・粘塑性モデルに対する応力更新アルゴリズム 第40回地盤工学研究発表会講演集 第40回地盤工学研究発表会講演集 2005 Disclose to all
Japanese Tradition of Tsunami Disaster Mitigation and Rehabilitation Japanese Tradition of Tsunami Disaster Mitigation and Rehabilitation Geotechnical Engineering for Disaster Prevention and Rehabilitation 3-4 August, 2005, Graha Santika Hotel Semarang, Central Java, Indonesia Geotechnical Engineering for Disaster Prevention and Rehabilitation 3-4 August, 2005, Graha Santika Hotel Semarang, Central Java, Indonesia 2005 Disclose to all
Corner mode in the Sekiguchi-Ohta model Corner mode in the Sekiguchi-Ohta model Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts” Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts” 2005 Disclose to all
Traditional Education about Tsunami Hazard in Japan Traditional Education about Tsunami Hazard in Japan International Symposium on “Tsunami Reconstruction with Geosynthetics - Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control” International Symposium on “Tsunami Reconstruction with Geosynthetics - Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control” 2005 Disclose to all
Public Education of Tsunami Disaster Mitigation and Rehabilitation Performed in Japanese Primary Schools Public Education of Tsunami Disaster Mitigation and Rehabilitation Performed in Japanese Primary Schools Joint Working Group on “Geotechnical Engineering for Disaster Mitigation and Rehabilitation (JWG-DMR)” Joint Working Group on “Geotechnical Engineering for Disaster Mitigation and Rehabilitation (JWG-DMR)” 2005 Disclose to all
Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model 第38回地盤工学研究発表会 第38回地盤工学研究発表会 第38回地盤工学研究発表会 2003 Disclose to all
FEM for the Sekiguchi-Ohta model considering non-smooth yield surface FEM for the Sekiguchi-Ohta model considering non-smooth yield surface FEM for the Sekiguchi-Ohta model considering non-smooth yield surface 第38回地盤工学研究発表会 第38回地盤工学研究発表会 第38回地盤工学研究発表会 2003 Disclose to all
関口・太田モデルによる弾塑性接線テンソル 関口・太田モデルによる弾塑性接線テンソル 2003 Disclose to all
FEM for the Sekiguchi-Ohta model considering non-smooth yield surface FEM for the Sekiguchi-Ohta model considering non-smooth yield surface 第38回地盤工学研究発表会 第38回地盤工学研究発表会 2003 Disclose to all
Implicit Finite Element Implementation of an Anisotropic Soil Model Implicit Finite Element Implementation of an Anisotropic Soil Model Implicit Finite Element Implementation of an Anisotropic Soil Model 第51回理論応用力学講演会 第51回理論応用力学講演会 第51回理論応用力学講演会 2002 Disclose to all
An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation 3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts 3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts 3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts 2002 Disclose to all
Sekiguchi-Ohta plasticity: Implicit integration of constitutive equations using a nonlinear elastic stress predictor Sekiguchi-Ohta plasticity: Implicit integration of constitutive equations using a nonlinear elastic stress predictor Sekiguchi-Ohta plasticity: Implicit integration of constitutive equations using a nonlinear elastic stress predictor Third Japan-Philippine Workshop on Safety and Stability of Infrastructure against Environmental Impacts Third Japan-Philippine Workshop on Safety and Stability of Infrastructure against Environmental Impacts Third Japan-Philippine Workshop on Safety and Stability of Infrastructure against Environmental Impacts 2002 Disclose to all
Interpretation of Koiter’s associated flow rule to the corner of the Sekiguchi-Ohta model Interpretation of Koiter’s associated flow rule to the corner of the Sekiguchi-Ohta model Interpretation of Koiter’s associated flow rule to the corner of the Sekiguchi-Ohta model 第37回地盤工学研究発表会 第37回地盤工学研究発表会 第37回地盤工学研究発表会 2002 Disclose to all
Stress update algorithm for rate-independent Sekiguchi-Ohta model Stress update algorithm for rate-independent Sekiguchi-Ohta model Stress update algorithm for rate-independent Sekiguchi-Ohta model 第37回地盤工学研究発表会 第37回地盤工学研究発表会 第37回地盤工学研究発表会 2002 Disclose to all
Consistent tangential moduli for rate-independent Sekiguchi-Ohta model Consistent tangential moduli for rate-independent Sekiguchi-Ohta model Consistent tangential moduli for rate-independent Sekiguchi-Ohta model 第37回地盤工学研究発表会 第37回地盤工学研究発表会 第37回地盤工学研究発表会 2002 Disclose to all
異方性地盤材料の構成モデルの陰解法有限要素解析への適用 異方性地盤材料の構成モデルの陰解法有限要素解析への適用 2002 Disclose to all
An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation 3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts 3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts 2002 Disclose to all
Sekiguchi-Ohta plasticity: Implicit integration of constitutive equations using a nonlinear elastic stress predictor Sekiguchi-Ohta plasticity: Implicit integration of constitutive equations using a nonlinear elastic stress predictor Third Japan-Philippine Workshop on Safety and Stability of Infrastructure against Environmental Impacts Third Japan-Philippine Workshop on Safety and Stability of Infrastructure against Environmental Impacts 2002 Disclose to all
関口・太田モデルの尖り点におけるKoiterによる関連流れ則の解釈 関口・太田モデルの尖り点におけるKoiterによる関連流れ則の解釈 2002 Disclose to all
関口・太田モデルに適用する陰解法応力更新アルゴリズム 関口・太田モデルに適用する陰解法応力更新アルゴリズム 2002 Disclose to all
関口・太田モデルに適用する弾塑性接線係数 関口・太田モデルに適用する弾塑性接線係数 2002 Disclose to all
Associated plastic flow at the intersection corner of plastic potential functions in soil mechanics Associated plastic flow at the intersection corner of plastic potential functions in soil mechanics Associated plastic flow at the intersection corner of plastic potential functions in soil mechanics 第36回地盤工学研究発表会 第36回地盤工学研究発表会 第36回地盤工学研究発表会 2001 Disclose to all
Dependence of Ko-value on effective internal friction angle in regard to the Sekiguchi-Ohta model Dependence of Ko-value on effective internal friction angle in regard to the Sekiguchi-Ohta model Dependence of Ko-value on effective internal friction angle in regard to the Sekiguchi-Ohta model 第36回地盤工学研究発表会 第36回地盤工学研究発表会 第36回地盤工学研究発表会 2001 Disclose to all
Integration algorithms for soil constitutive equations with a singular hardening vertex Integration algorithms for soil constitutive equations with a singular hardening vertex Integration algorithms for soil constitutive equations with a singular hardening vertex Proceeding of the Third International Summer Symposium Proceeding of the Third International Summer Symposium Proceeding of the Third International Summer Symposium 2001 Disclose to all
The vertex singularity in the Sekiguchi-Ohta model The vertex singularity in the Sekiguchi-Ohta model The vertex singularity in the Sekiguchi-Ohta model 第56回土木学会全国大会 第56回土木学会全国大会 第56回土木学会全国大会 2001 Disclose to all
塑性ポテンシャル関数の尖り点における関連流れ則の処理 塑性ポテンシャル関数の尖り点における関連流れ則の処理 2001 Disclose to all
関口・太田モデルによる有効内部摩擦角とKo値の関係 関口・太田モデルによる有効内部摩擦角とKo値の関係 2001 Disclose to all
Integration algorithms for soil constitutive equations with a singular hardening vertex Integration algorithms for soil constitutive equations with a singular hardening vertex Proceeding of the Third International Summer Symposium Proceeding of the Third International Summer Symposium 2001 Disclose to all
関口・太田モデルにおける尖り点 関口・太田モデルにおける尖り点 2001 Disclose to all
Return-mapping algorithm for Sekiguchi-Ohta model Return-mapping algorithm for Sekiguchi-Ohta model Return-mapping algorithm for Sekiguchi-Ohta model Proceeding of the Second International Summer Symposium Proceeding of the Second International Summer Symposium Proceeding of the Second International Summer Symposium 2000 Disclose to all
Effects of some parameters on braced-excavation of soft clay by numerical studies Effects of some parameters on braced-excavation of soft clay by numerical studies Effects of some parameters on braced-excavation of soft clay by numerical studies Proceedings of the International Symposium IS-YOKOHAMA 2000 Proceedings of the International Symposium IS-YOKOHAMA 2000 Proceedings of the International Symposium IS-YOKOHAMA 2000 2000 Disclose to all
Return-mapping algorithm for Sekiguchi-Ohta model Return-mapping algorithm for Sekiguchi-Ohta model Proceeding of the Second International Summer Symposium Proceeding of the Second International Summer Symposium 2000 Disclose to all
Effects of some parameters on braced-excavation of soft clay by numerical studies Effects of some parameters on braced-excavation of soft clay by numerical studies Proceedings of the International Symposium IS-YOKOHAMA 2000 Proceedings of the International Symposium IS-YOKOHAMA 2000 2000 Disclose to all
Application of F.E.M. to excavation of soft clay Application of F.E.M. to excavation of soft clay Application of F.E.M. to excavation of soft clay 第34回地盤工学研究発表会 第34回地盤工学研究発表会 第34回地盤工学研究発表会 1999 Disclose to all
Application of F.E.M. to excavation of soft clay Application of F.E.M. to excavation of soft clay Application of F.E.M. to excavation of soft clay Proceeding of the First International Summer Symposium Proceeding of the First International Summer Symposium Proceeding of the First International Summer Symposium 1999 Disclose to all
FEMを用いた軟弱地盤の掘削解析 FEMを用いた軟弱地盤の掘削解析 地盤工学会 地盤工学会 1999 Disclose to all
Application of F.E.M. to excavation of soft clay Application of F.E.M. to excavation of soft clay Proceeding of the First International Summer Symposium Proceeding of the First International Summer Symposium 1999 Disclose to all

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Title language:
External funds: competitive funds and Grants-in-Aid for Scientific Research (Kakenhi)
Type Position Title(Japanese) Title(English) Period
若手研究(B) Representative Mechanisms of liquefaction-prone initial stresses in embankments caused by formation of arch and damage-resistant materials requirements against excessive basal settlement (平成26年度分) 2014/04/01-2015/03/31
若手研究(B) Representative Mechanisms of liquefaction-prone initial stresses in embankments caused by formation of arch and damage-resistant materials requirements against excessive basal settlement (平成27年度分) 2015/04/01-2016/03/31
基盤研究(B) Representative Experimental and theoretical diagnosis of arch collapse with liquefaction in embankment constructed on soft ground subjected to seismic loading (平成28年度分) 2016/04/01-2017/03/31
挑戦的研究(萌芽) Representative Realizability of 3D geo-stress sensing device via electrical resistivity under contact pressure in granular media (平成29年度分) 2017/04/01-2018/03/31
基盤研究(B) Representative Experimental and theoretical diagnosis of arch collapse with liquefaction in embankment constructed on soft ground subjected to seismic loading (平成29年度分) 2017/04/01-2018/03/31
挑戦的研究(萌芽) Representative Realizability of 3D geo-stress sensing device via electrical resistivity under contact pressure in granular media (平成30年度分) 2018/04/01-2019/03/31
Teaching subject(s)
Name(Japanese) Name(English) Term Department Period
Advanced Scientific English Advanced Scientific English (Debate) 通年 全学共通科目 2014/04-2015/03
Geoenviornmental Engineering Geoenviornmental Engineering 後期 工学部 2014/04-2015/03
Rock Engineering Rock Engineering 後期 工学部 2014/04-2015/03
Soil Mechanics I and Exercises Soil Mechanics I and Exercises 後期 工学部 2014/04-2015/03
Advanced Scientific English Advanced Scientific English (Debate) 通年 全学共通科目 2015/04-2016/03
Computer Programming in Global Eng Computer Programming in Global Engineering 後期 工学部 2015/04-2016/03
Continuum Mechanics Continuum Mechanics 前期 工学部 2015/04-2016/03
Exp on Soil M & Ex Experiments on Soil Mechanics and Exercises 前期 工学部 2015/04-2016/03
Geoenviornmental Engineering Geoenviornmental Engineering 後期 工学部 2015/04-2016/03
International Construction Management International Construction Management 後期 工学部 2015/04-2016/03
Rock Engineering Rock Engineering 後期 工学部 2015/04-2016/03
Soil Mechanics I and Exercises Soil Mechanics I and Exercises 後期 工学部 2015/04-2016/03
Soil Mechanics II and Exercises Soil Mechanics II and Exercises 前期 工学部 2015/04-2016/03
連続体の力学 Continuum Mechanics 前期 工学部 2015/04-2016/03
Advanced Scientific English Advanced Scientific English (Debate) 通年 全学共通科目 2016/04-2017/03
Computer Programming in Global Eng Computer Programming in Global Engineering 後期 工学部 2016/04-2017/03
Continuum Mechanics Continuum Mechanics 前期 工学部 2016/04-2017/03
Geoenviornmental Engineering Geoenviornmental Engineering 後期 工学部 2016/04-2017/03
Rock Engineering Rock Engineering 後期 工学部 2016/04-2017/03
Soil Mechanics I and Exercises Soil Mechanics I and Exercises 後期 工学部 2016/04-2017/03
Soil Mechanics II and Exercises Soil Mechanics II and Exercises 前期 工学部 2016/04-2017/03
連続体の力学 Continuum Mechanics 前期 工学部 2016/04-2017/03
Advanced Scientific English-E3 Advanced Scientific English-E3 通年 全学共通科目 2017/04-2018/03
Computer Programming in Global Eng Computer Programming in Global Engineering 後期 工学部 2017/04-2018/03
Continuum Mechanics Continuum Mechanics 前期 工学部 2017/04-2018/03
Geoenviornmental Engineering Geoenviornmental Engineering 後期 工学部 2017/04-2018/03
Rock Engineering Rock Engineering 後期 工学部 2017/04-2018/03
Soil Mechanics I and Exercises Soil Mechanics I and Exercises 後期 工学部 2017/04-2018/03
Soil Mechanics II and Exercises Soil Mechanics II and Exercises 前期 工学部 2017/04-2018/03
連続体の力学 Continuum Mechanics 前期 工学部 2017/04-2018/03
Advanced Scientific English-E3 Advanced Scientific English-E3 通年 全学共通科目 2018/04-2019/03
Computer Programming in Global Eng Computer Programming in Global Engineering 後期 工学部 2018/04-2019/03
Continuum Mechanics Continuum Mechanics 前期 工学部 2018/04-2019/03
Geoenviornmental Engineering Geoenviornmental Engineering 後期 工学部 2018/04-2019/03
Rock Engineering Rock Engineering 後期 工学部 2018/04-2019/03
Soil Mechanics I and Exercises Soil Mechanics I and Exercises 後期 工学部 2018/04-2019/03
Soil Mechanics II and Exercises Soil Mechanics II and Exercises 前期 工学部 2018/04-2019/03
連続体の力学 Continuum Mechanics 前期 工学部 2018/04-2019/03
Advanced Scientific English-E3 Advanced Scientific English-E3 通年 全学共通科目 2019/04-2020/03
Computer Programming in Global Eng Computer Programming in Global Engineering 後期 工学部 2019/04-2020/03
Continuum Mechanics Continuum Mechanics 前期 工学部 2019/04-2020/03
Design for Infrastructure II Design for Infrastructure II 後期 工学部 2019/04-2020/03
Geoenviornmental Engineering Geoenviornmental Engineering 後期 工学部 2019/04-2020/03
Rock Engineering Rock Engineering 後期 工学部 2019/04-2020/03
Soil Mechanics I and Exercises Soil Mechanics I and Exercises 後期 工学部 2019/04-2020/03
Soil Mechanics II and Exercises Soil Mechanics II and Exercises 前期 工学部 2019/04-2020/03
連続体の力学 Continuum Mechanics 前期 工学部 2019/04-2020/03

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