Basic Information

Faculty

• 工学部

Email Address

• Email Address

  pipatpongsa.thirapong.4skyoto-u.ac.jp

Professional Memberships

• The Japanese Geotechnical Society
• Japanese Society of Civil Engineers
• 土木学会
• 地盤工学会

Academic Degree

• Master of Engineering(Kanazawa University)
• Doctor of Engineering(Tokyo Institute of Technology)

Research History

• From 2005

  -:Tokyo Institute of Technology Global Scientific Information and Computing Center
• From 2005

  -:東京工業大学 学術国際情報センター
• From 2004, To 2004

  :Thailand Trade and Economic Office (Taipei) Economic researcher
• From 2004, To 2004

  :タイ貿易経済事務所（台北） 経済部 経済研究員
• From 2002, To 2004

  :Royal Thai Embassy to Japan Office of Industrial Affairs Assistant to Minister-Counsellor (industry)
• From 2002, To 2004

  :在日タイ王国大使館 工業部 工業参事官補佐
• From 1995, To 1996

  :Metropolitan Engineering Consultant Company Design division Engineer
• From 1995, To 1996

  :メトロポリタン・エンジニアリング・コンサルタント社 設計部 エンジニア
• Tokyo Institute of Technology Global Scientific Information and Computing Center, Associate Professor
• Global Scientific Collaboration Division Associate Professor
• 学術国際交流部門 助教授

Language of Instruction

• English
• Thai
• Chinese
• Japanese

ID,URL

• J-Global ID

  200901092364074018

researchmap URL

• https://researchmap.jp/read0069392

Research

Research Topics, Overview of the research

• Research Topics

  Arching effects in geo-materials and soil-structure interactions

• Overview of the research

  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.

Research Interests

• Geotechical Engineering
• Civil engineering in general
• 土木工学一般

Research Areas

• Social infrastructure (civil Engineering, architecture, disaster prevention), Disaster prevention engineering, soil liquefaction
• Social infrastructure (civil Engineering, architecture, disaster prevention), Geotechnical engineering, slope stability
• Manufacturing technology (mechanical, electrical/electronic, chemical engineering), Machine materials and mechanics, pressure sensor

Papers

• Behaviors of rainfall infiltration and drainage characteristics of unsaturated soils under relatively high suction state

  KITAOKA Takafumi; OHTSU Hiroyasu; NONAMI Satoshi; PIPATPONGSA Thirapong; MATSUMOTO Atsushi

  Japanese Geotechnical Journal, 2021

  
• Plastic behaviors of asymmetric prismatic sand heaps on the verge of failure

  Tan Nguyen; Thirapong Pipatpongsa

  Mechanics of Materials, Dec. 2020

  
• Experimental realization of incipient active failure in sand heap by seismic loading

  Wanjala, S.C.; Pipatpongsa, T.; Nguyen, T.

  Granular Matter, 2020, Peer-reviewed

  
• Experimental studies of floor slip tests on soil blocks reinforced by brittle shear pins

  Ukritchon, B.; Ouch, R.; Pipatpongsa, T.; Khosravi, M.H.

  International Journal of Geotechnical Engineering, 2019, Peer-reviewed

  
• Stress distribution in conical sand heaps at incipient failure under active and passive conditions

  Nguyen, T.; Pipatpongsa, T.; Kitaoka, T.; Ohtsu, H.

  International Journal of Solids and Structures, 2019, Peer-reviewed

  
• Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins

  Ukritchon, B.; Ouch, R.; Pipatpongsa, T.; Khosravi, M.H.

  Acta Geotechnica, 2019, Peer-reviewed

  
• 掘削途中の斜面における表面移動速度の逆数を用いた斜面崩壊予測手法について

  南出 奏; ピパットポンサー ティラポン; 北岡 貴文; 大津 宏康

  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, Jan. 2018, Peer-reviewed

  
• Characteristics of fine particle distribution at cut slope and fill slope comprising weathered granite⁺1

  Ohtsu, H.; Pipatpongsa, T.; Kitaoka, T.; Ito, S.; Yabe, M.; Suttisak, S.

  Materials Transactions, 2018

  
• Failure of undercut slope due to groundwater seepage studied by physical models

  K. Fang; K. Minamide; T. Pipatpongsa; T. Kitaoka; H. Ohtsu

  ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018, 2018, Peer-reviewed

  
• Precipitation and inverse velocity responses of an undercut slope at Mae Moh Mine, Lampang, Thailand

  Cheowchan Leelasukseree; Phutchara Sangkhaphan; Natthawat Chanwised; Thirapong Pipatpongsa

  ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018, 2018, Peer-reviewed

  
• A study on characteristics of fine particle distribution at cut slope and fill slope comprising weathered granite

  Ohtsu, H.; Thirapong, P.; Kitaoka, T.; Ito, S.; Yabe, M.; Soralump, S.

  Zairyo/Journal of the Society of Materials Science, Japan, 2018

  
• Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis

  Ukritchon, B.; Ouch, R.; Pipatpongsa, T.; Khosravi, M.H.

  KSCE Journal of Civil Engineering, 2018, Peer-reviewed

  
• Influence of modeling material on undercut slope failure mechanism

  M. H. Khosravi; T. Pipatpongsa; J. Takemura; M. Amini

  JOURNAL OF MINING AND ENVIRONMENT, 2017, Peer-reviewed

  
• Finite element analyses of the stability of a soil block reinforced by shear pins

  Ouch, R.; Ukritchon, B.; Pipatpongsa, T.; Khosravi, M.H.

  Geomechanics and Engineering, 2017, Peer-reviewed

  
• In-flight excavation of slopes with potential failure planes

  Khosravi, M.H.; Takemura, J.; Pipatpongsa, T.; Amini, M.

  Journal of Geotechnical and Geoenvironmental Engineering, 2016, Peer-reviewed

  
• Stability of soil block on low interface friction plane with and without side supports

  Ouch, R.; Ukritchon, B.; Pipatpongsa, T.

  Engineering Journal, 2016, Peer-reviewed

  
• Theoretical analysis of earth pressure against rigid retaining walls under translation mode

  Khosravi, M.H.; Pipatpongsa, T.; Takemura, J.

  Soils and Foundations, 2016, Peer-reviewed

  
• Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane

  Ouch, R.; Ukritchon, B.; Pipatpongsa, T.; Khosravi, M.H.

  Maejo International Journal of Science and Technology, 2016, Peer-reviewed

  
• The relationships between electrical conductivity of soil and reflectance of canopy, grain, and leaf of rice in northeastern Thailand

  Samphors Touch; Thirapong Pipatpongsa; Tomomi Takeda; Jiro Takemura

  International Journal of Remote Sensing, 16 Feb. 2015, Peer-reviewed

  
• Microscopic image of meta-stability of clays

  T. Takeyama; A. Ikeda; E. Nakayama; M. Taya; I. Kobayashi; T. Pipatpongsa; H. Ohta

  Geomechanics from Micro to Macro - Proceedings of the TC105 ISSMGE International Symposium on Geomechanics from Micro to Macro, IS-Cambridge 2014, 2015, Peer-reviewed

  
• Numerical lower bound limit analyses of sand heap subjected to basal settlement with hysteretic reversals

  T. Pipatpongsa; J. Nakamura; C. Borely; M. H. Khosravi

  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, 2015, Peer-reviewed

  
• Groundwater modeling of pressure effect on deep open-pit mining against floor heaving at the Mae Moh mine, Thailand

  S. Touch; T. Pipatpongsa; J. Takemura; P. Pongpanlarp

  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, 2015, Peer-reviewed

  
• Simulations of physical models of undercut slope lying on inclined bedding plane

  T. Takeyama; T. Pipatpongsa

  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, 2015, Peer-reviewed

  
• Maximum width of undercut slope with planes of discontinuity studied by 1g physical models

  T. Techawongsakorn; T. Pipatpongsa

  15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 2015, Peer-reviewed

  
• Physical model of a rigid retaining wall under translation mode and its variation of arch action in backfill material with interface friction

  T. Pipatpongsa; M. H. Khosravi; J. Takemura

  Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014, 2014, Peer-reviewed

  
• Shear strength and breakage of disturbed snail fossils adjacent to the preservation zone in the Mae Moh coal mine

  Thay, S.; Pipatpongsa, T.; Takahashi, A.; Ishigaki, T.

  Bulletin of Engineering Geology and the Environment, 2014, Peer-reviewed

  
• 3D geological modelling and geotechnical characteristics of Phnom Penh subsoils in Cambodia

  Touch, S.; Likitlersuang, S.; Pipatpongsa, T.

  Engineering Geology, 2014, Peer-reviewed

  
• Theoretical and experimental studies of stress distribution in wedge-shaped granular heaps

  Pipatpongsa, T.; Matsushita, T.; Tanaka, M.; Kanazawa, S.; Kawai, K.

  Acta Mechanica Solida Sinica, 2014, Peer-reviewed

  
• Statically admissible stress solutions in gravitating loose earth of wedge and valley with plane slopes inclined at angle of repose

  Thirapong Pipatpongsa

  GRANULAR MATTER, Oct. 2013, Peer-reviewed

  
• Experimental analysis of earth pressure against rigid retaining walls under translation mode

  M. H. Khosravi; T. Pipatpongsa; J. Takemura

  Geotechnique, Sep. 2013, Peer-reviewed

  
• Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model

  Dedi Apriadi; Suched Likitlersuang; Thirapong Pipatpongsa

  COMPUTERS AND GEOTECHNICS, Apr. 2013, Peer-reviewed

  
• Stress–Strain relationship for the singular point on the yield surface of the elasto-plastic constitutive model and quantification of metastability

  Tomohide Takeyama; Thirapong Pipatpongsa; Atsushi Iizuka; Hideki Ohta

  Geotechnical, Geological and Earthquake Engineering, 2013, Peer-reviewed

  
• Monotonic and Cyclic Behavior of Chiang Mai Sand Under Simple Shear Mode

  Soksan Thay; Suched Likitlersuang; Thirapong Pipatpongsa

  Geotechnical and Geological Engineering, 2013, Peer-reviewed

  
• Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand

  T. Pipatpongsa; M. H. Khosravi; J. Takemura

  18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, 2013, Peer-reviewed

  
• Threshold of friction stabilizes self-weight transmission in gravitating loose sand heaps

  Thirapong Pipatpongsa; Hideki Ohta

  Geotechnical, Geological and Earthquake Engineering, 2013, Peer-reviewed

  
• Performance of counterweight balance on stability of undercut slope evaluated by physical modeling

  Mohammad Hossein Khosravi; Lin Tang; Thirapong Pipatpongsa; Jiro Takemura; Prajuab Doncommul

  International Journal of Geotechnical Engineering, Apr. 2012, Peer-reviewed

  
• Cohesive arch action in laterally confined block of moist sand placing on an inclined bedding plane

  Thirapong Pipatpongsa; Mohammad Hossein Khosravi; Dionysios Stathas; Cheowchan Leelasukseree; Jiro Takemura

  ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 2012, Peer-reviewed

  
• Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane

  Cheowchan Leelasukseree; Thirapong Pipatpongsa; Mohammad Hossein Khosravi; Narongsak Mavong

  ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 2012, Peer-reviewed

  
• Direct shear strength of snail fossil deposited outside the preservation area in mae moh coal mine

  Sxxx Thay; Txxx Pipatpongsa; Axxx Takahashi; Pxxx Doncommul

  ISRM Regional Symposium - 7th Asian Rock Mechanics Symposium, ARMS 2012, 2012, Peer-reviewed

  
• Efficiency Evaluation of Implicit Stress Update Algorithm for Various Forms of the Original Cam-Clay Model

  Hossein KHOSRAVI Mohammad; PIPATPONGSA Thirapong

  Theoretical and Applied Mechanics Japan, 2012

  
• Physical model of surcharge loading to the intersecting ridge between two slopes

  S. Thay; S. Kitakata; T. Pipatpongsa; A. Takahashi

  Advances in Transportation Geotechnics II - Proceedings of the 2nd International Conference on Transportation Geotechnics, ICTG 2012, 2012, Peer-reviewed

  
• Static pressure distribution beneath granular wedges sloped at angle of repose

  Thirapong Pipatpongsa; Sokbil Heng; Atsushi Iizuka; Hideki Ohta

  DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 2011, Peer-reviewed

  
• ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY PHYSICAL MODEL TESTS

  KHOSRAVI MOHAMMAD HOSSEIN; PIPATPONGSA THIRAPONG; TAKAHASHI AKIHIRO; TAKEMURA JIRO

  SOILS AND FOUNDATIONS, 2011

  
• Study of stratification resistant to salt damage

  S. Nomura; K. Kawai; S. Kanazawa; A. Iizuka; S. Ohno; P. Thirapong; S. Tachibana

  Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils, 2011, Peer-reviewed

  
• Arch shapes and principal stress trajectories in planar heap of dry sand

  Thirapong Pipatpongsa

  GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2, 2011, Peer-reviewed

  
• Particular Stress Distributions in Granular Wedges under Coulomb Friction Inequality

  Thirapong Pipatpongsa

  ISCM II AND EPMESC XII, PTS 1 AND 2, 2010, Peer-reviewed

  
• A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization

  Shin-ichi Kanazawa; Katsuyuki Kawai; Atsushi Iizuka; Shintaro Ohno; Shinya Tachibana; Pipatpongsa Thirapong; Tomohide Takeyama

  UNSATURATED SOILS: THEORETICAL AND NUMERICAL ADVANCES IN UNSATURATED SOIL MECHANICS, 2010, Peer-reviewed

  
• Backward-euler stress update algorithm for the original cam-clay model with the vertex singularity

  T. Pipatpongsa; M. H. Khosravi; H. Ohta

  Prediction and Simulation Methods for Geohazard Mitigation, 01 Jan. 2009, Peer-reviewed

  
• Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition

  Pipatpongsa, T; Heng, S; Kanazawa, S; Iizuka, A

  Proc, APCMM2009, The Japan Society of Mechanical Engineers, 2009, Peer-reviewed

  
• The salt disaster problem and its mathematical modeling

  IIZUKA Atsushi; KAWAI Katsuyuki; TACHIBANA Shinya; HONDA Michinori; FUJIKAWA Kazuhiko; THIRAPONG Pipatpongsa; WANG Weichuan

  Proc. 3rd Asian Conf. on Unsaturated Soils, Apr. 2007, Peer-reviewed

  
• Public education of tsunami disaster mitigation and rehabilitation performed in Japanese primary schools

  H Ohta; T Pipatpongsa; T Omori

  GEOTECHNICAL ENGINEERING FOR DISASTER MITIGATION AND REHABILITATION, 2005, Peer-reviewed

  

Misc.

• Dynamic model tests on the effects of asymmetry groundwater table on liquefaction of embankment resting on soft ground.

  土田翔蔵; 権代知輝; PIPATPONGSA Thirapong; 北岡貴文; 大津宏康

  地盤工学研究発表会発表講演集(Web), 2020

  
• Utilization of shallow ground data for understanding deep ground characteristic using machine learning

  竹田智哉; 北岡貴文; PIPATPONGSA Thirapong; 大津宏康

  Kansai Geo-Symposium論文集(CD-ROM), 2020

  
• On the failure mechanisms of slope due to undercutting and reinforcement effects of slope stabilizing piles

  MINAMIDE Kana; KUN Fang; PIPATPONGSA Thirapong; KITAOKA Takafumi; OHTSU Hiroyasu

  Japanese Geotechnical Journal, 2019

  
• An Applicability of electrical prospecting for investigation on change of moisture retention during wetting and dry condition at shallow area of slopes

  OHTSU Hiroyasu; KITAOKA Takafumi; BABA Takaaki; PIPATPONGSA Thirapong; ITO Shunichiro; AIZAWA Takao

  Japanese Geotechnical Journal, 2019

  
• INFLUENCE OF CHARACTERISTICS OF TRAINING DATA SET ON THE ACCURACY OF ROCK CLASSIFICATION ESTIMATION FOR MOUNTAIN TUNNELS BY ARTIFICIAL NEURAL NETWORK

  TSUCHIYA Yotaro; KITAOKA Takafumi; HASEGAWA Nobusuke; PIPATPONGSA Thirapong; OHTSU Hiroyasu

  Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering), 2019

  
• Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis

  Nguyen Tan; Pipatpongsa Thirapong; Kitaoka Takafumi; Ohtsu Hiroyasu

  計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, Jun. 2018

  
• AN INVESTIGATION ON CHARACTERISTICS OF MOISTURE INFILTRATION AND RETENTION IN WEATHERED GRANITE RESIDUAL SOIL BY SIMPLIFIED FIELD INJECTION TEST

  塚田 靖崇; 北岡 貴文; 大津 宏康; Thirapong Pipatpongsa

  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, 15 Jan. 2018

  
• Preliminary tests for evaluating suitability of materials used in centrifuge modeling of slopes

  FANG Kun; PIPATPONGSA Thirapong; KITAOKA Takafumi; OHTSU Hiroyasu

  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, 15 Jan. 2018

  
• A study of the method of GALDIT for groundwater vulnerability assessment in the Bangkok metropolitan area

  KITAOKA Takafumi; SHINJI Yoshihisa; PIPATPONGSA Thirapong; OHTSU Hiroyasu

  Japanese Geotechnical Journal, 2018

  
• NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD

  NGUYEN Tan; PIPATPONGSA Thirapong; KITAOKA Takafumi; OHTSU Hiroyasu

  Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 2018

  
• Influential People in History of Numerical Method in Geomechanics

  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

  地盤工学会誌 = Geotechnical engineering magazine : 土と基礎, May 2017

  
• Effect of shear pin arrangement in undercut slope model using pencil leads

  Fang Kun; Minamide Kana; Pipatpongsa Thirapong; Kitaoka Takafumi; Ohtsu Hiroyasu

  Japanese Geotechnical Society Special Publication, 2016

  
• Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction

  Nguyen Tan; Pipatpongsa Thirapong; Kitaoka Takafumi; Ohtsu Hiroyasu

  Japanese Geotechnical Society Special Publication, 2016

  
• Analysis of floor heaving due to deep underground water in Mae Moh open pit mine of Thailand

  TOUCH Samphors; PIPATPONGSA Thirapong; TAKEMURA Jiro; PONGPANLARP Pornchai

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2014

  
• Arch action in trapezoidal embankments subjected to subsidence of foundation

  Miyata Yoshito; Pipatpongsa Thirapong; Takemura Jiro; Khosravi Mohammad Hossein

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2014

  
• Central pressure drop induced by passive arch action of materials prone to liquefaction underneath embankments due to basal settlement

  Pipatpongsa Thirapong; Takeyama Tomohide; Iizuka Atsushi; Ohta Hideki

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2013

  
• Numerical implementation of the modified Cam Clay model with non-linear stiffness at small-strain using multisurface hyperplasticity framework

  Pipatpongsa Thirapong; Apriadi Dedi; Likitlersuang Suched

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2013

  
• Observation of crushing of snail fossils under compression with audible frequency measurement

  Wu Wenjie; Kitakata Shuhei; Pipatpongsa Thirapong

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2013

  
• Geometrical shape of arch formed by collapse of undercut slope

  Hirai Hidehira; Khosravi Mohammad Hossein; Pipatpongsa Thirapong

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2013

  
• Principal Stress Trajectories in Planar Sand Ditch under the Closure of Polarized Principal Axes

  Thay Soksan; Pipatpongsa Thirapong; Takahashi Akihiro

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2012

  
• Measurements of Vertical Pressure Profile beneath a Planar Valley of Loose Sand and Its Estimation Based on Self-Similar Solution of Elliptic Equation System

  THAY Soksan; KITAKATA Shuhei; PIPATPONGSA Thirapong; TAKAHASHI Akihiro

  Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)), 2012

  
• Basic Scheme of Implicit Stress Update Algorithm under Hyperplasticity : Multiple Spring Models

  Pipatpongsa Thirapong; Thay Soksan; Likitlersuang Suched

  計算工学講演会論文集 Proceedings of the Conference on Computational Engineering and Science, May 2011

  
• 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

  Pipatpongsa Thirapong; Takeyama Tomohide

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2011

  
• Stress update algorithm for the original Cam-clay model considering the form of yield function on its performance

  Khosravi Mohammad Hossein; Pipatpongsa Thirapong

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2011

  
• Statics of loose triangular embankment under Nadai's sand hill analogy

  Thirapong Pipatpongsa; Sokbil Heng; Atsushi Iizuka; Hideki Ohta

  JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, Oct. 2010, Peer-reviewed

  
• Statics of loose triangular embankment under Nadai's sand hill analogy

  Thirapong Pipatpongsa; Sokbil Heng; Atsushi Iizuka; Hideki Ohta

  Journal of the Mechanics and Physics of Solids, Oct. 2010

  
• Significance of saturated clays seams for the stability of rainfall-induced landslides

  Hideki Ohta; Thirapong Pipatpongsa; Sokbil Heng; Seiya Yokota; Masaru Takemoto

  BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, Feb. 2010, Peer-reviewed

  
• Significance of saturated clays seams for the stability of rainfall-induced landslides

  Hideki Ohta; Thirapong Pipatpongsa; Sokbil Heng; Seiya Yokota; Masaru Takemoto

  Bulletin of Engineering Geology and the Environment, Feb. 2010, Peer-reviewed

  
• Analyses of pressure distribution using arching criteria in 2D sand heaps

  Thirapong Pipatpongsa; Atsushi Iizuka; Hideki Ohta

  Theoretical and Applied Mechanics Japan, 2010, Peer-reviewed

  
• Analytic solutions for stresses in conical sand heaps piled up with perfect memory

  T. Pipatpongsa; Sirikul Siriteerakul

  Journal of Applied Mechanics JSCE, 2010

  
• Admissible stress fields for a semi-infinite planar heap of granular medium possessing self-weight in loose condition

  S. Heng; T. Pipatpongsa

  Journal of Solid Mechanics and Materials Engineering, 2010

  
• Granular Arch Shapes in Storage Silo Determined by Quasi-static Analysis under Uniform Vertical Pressure

  PIPATPONGSA Thirapong; HENG Sokbil

  Journal of Solid Mechanics and Materials Engineering, 2010

  
• Analyses of Pressure Distribution Using Arching Criteria in 2D Sand Heaps

  PIPATPONGSA Thirapong; IIZUKA Atsushi; OHTA Hideki

  Theoretical and Applied Mechanics Japan, 2010

  
• 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

  ピパットポンサー ティラポン; シリティラクンシリクン

  土木学会応用力学論文集, 2010

  
• Admissible Stress Fields for a Semi-infinite Planar Heap of Granular Medium Possessing Self-weight in Loose Condition

  HENG Sokbil; PIPATPONGSA Thirapong

  Journal of Solid Mechanics and Materials Engineering, 2010

  
• Granular arch shapes in storage silo determined by quasi-static analysis under uniform vertical pressure

  T. Pipatpongsa; S. Heng

  Journal of Solid Mechanics and Materials Engineering, 2010

  
• Effect of yield function's form on performance of the backward-Euler stress update algorithm for the original cam-clay model

  KHOSRAVI M.HOSSEIN; KHOSRAVI MOHAMMAD HOSSEIN; PIPATPONGSA Thirapong

  Proceedings of the 11th International Summer Symposium, JSCE, Sep. 2009

  
• Consistent integration for Iwan spring model under multisurface hyperplasticity framework

  PIPATPONGSA Thirapong; Apriadi Dedi; Likitlersuang Suched; OHTA HIDEKI

  第64回年次学術講演会公演概要集, Sep. 2009

  
• On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model

  Dedi Apriadi; Suched Likitlersuang; Thirapong Pipatpongsa; Hideki Ohta

  IES Journal Part A: Civil and Structural Engineering, Aug. 2009, Peer-reviewed

  
• 気候条件に伴う塩害の被害及び対策

  野村瞬; 河井克之; 大野進太郎; PIPATPONGSA Thirapong; 橘伸也; 金澤伸一; 飯塚敦

  地盤工学研究発表会発表講演集, 13 Jul. 2009

  
• Analyses of pressure distribution under 2D sand heap by considering arching effect

  Pipatpongsa Thirapong; Heng Sokbil; Ohta Hideki; Iizuka Atsushi

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2009

  
• On the Vertex Singularity of the Sekiguchi-Ohta Model

  PIPATPONGSA Thirapong; TAKEYAMA Tomohide; OHTA Hideki; IIZUKA Atsushi

  Theoretical and Applied Mechanics Japan, 2009

  
• On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model

  D. Apriadi; S. Likitlersuanga; T. Pipatpongsa; H. Ohta

  Journal of The Institution of Engineers, Singapore, 2009

  
• Rationale for coefficient of earth pressure at rest derived from prismatic sand heap

  PIPATPONGSA Thirapong; Heng Sokbil; Iizuka Atsushi; OHTA HIDEKI

  Journal of Applied Mechanics JSCE, 2009

  
• Study of the stratigraphic architecture resistant for salt damage and the method to purify salty ground

  Katsuyuki KAWAI; Shun NOMURA; Shintaro OHNO; Pipatpongsa THIRAPONG; Shinya TACHIBANA; Shinichi KANAZAWA; Atsushi IIZUKA

  Journal of Applied Mechanics JSCE, 2009

  
• On the vertex singularity of the Sekiguchi-Ohta model

  Thirapong Pipatpongsa; Tomohide Takeyama; Hideki Ohta; Atsushi Iizuka

  Theoretical and Applied Mechanics Japan, 2009, Peer-reviewed

  
• 二次元砂山における静止土圧係数解析の原理

  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

  土木学会応用力学論文集, 2009

  
• 耐塩害性地盤構造及び塩害地盤浄化手法の検討

  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

  土木学会応用力学論文集, 2009

  
• 地盤工学会技術奨励賞を受賞して

  ティラポン ピパットポンサー; 河井 克之

  地盤工学会誌 = / the Japanese Geotechnical Society, 01 Aug. 2008

  
• 関口・太田モデルの特異点における負荷判定法

  HIRATA Masashi; TAKEYAMA Tomohide; PIPATPONGSA T; IIZUKA Atsushi; OHTA Hideki

  第43回地盤工学研究発表会講演概要集, Jul. 2008

  
• Domain of metastability at the corner of the Sekiguchi-Ohta model

  Pipatpongsa Thirapong; Takeyama Tomohide; Ohta Hideki; Iizuka Atsushi

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2008

  
• Desertification in the stratified structure of terrestrial environment problems

  Iizuka Atsushi; PIPATPONGSA Thirapong

  第42回地盤工学研究発表会講演集, Jul. 2007

  
• Stability of soft clay slopes along Mekong river

  Heng Sokbil; PIPATPONGSA Thirapong; OHTA HIDEKI

  第42回地盤工学研究発表会講演集, Jul. 2007

  
• Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model

  PIPATPONGSA Thirapong; Takeyama Tomohide; OHTA HIDEKI; Iizuka Atsushi

  Proceeding of the 16th Southeast Asian Geotechnical Conference, May 2007

  
• Numerical investigation on the failure criterion of normally consolidated clays

  Shinya Tachibana; Atsushi Iizuka; Katsuyuki Kawai; Ichizou Kobayashi; Thirapong Pipatpongsa; Hideki Ohta

  International Journal for Numerical and Analytical Methods in Geomechanics, May 2007, Peer-reviewed

  
• Numerical investigation on the failure criterion of normally consolidated clays

  Shinya Tachibana; Atsushi Iizuka; Katsuyuki Kawai; Ichizou Kobayashi; Thirapong Pipatpongsa; Hideki Ohta

  INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, May 2007, Peer-reviewed

  
• The Jigsaw Strategy and Survey of Salt Damage Areas in the Northeastern Part of Thailand

  THIRAPONG Pipatpongsa; IIZUKA Atsushi; KAWAI Katsuyuki

  土と基礎 = Soil mechanics and foundation engineering, 01 Mar. 2007

  
• Salt damage areas in the northeastern part of Thailand and an international collaboration using a numerical simulator for the salt damage of ground

  Pipatponsga Thirapong; Iizuka Atsushi; Kawai Katsuyuki

  Report of Research Center for Urban Safety and Security, Kobe University, Mar. 2007

  
• Analysis of embankment by nonlinear contractancy description

  Ohno, S; Takeyama, T; Pipatpongsa, T; Iizuka, A; Ohta, H

  Proc. of the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, 2007

  
• Comparison of original and modified cam clay models extended for K0-consolidated clays

  Ohta, H; Ohno, S; Iizuka, A; Pipatpongsa, T; Takeyama, T

  First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering(CD-ROM), 2007

  
• Soil/water coupled F.E. Simulation of field performance of 5 embankments placed on homogeneous clay

  Takeyama, T; Pipatpongsa, T; Iizuka, A; Mizuta, T; Ohno, S; Ohta, H

  First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering(CD-ROM), 2007

  
• タイ東北部の塩害調査と「ジグソー・ピーシス作戦」

  ピパットポンサー・ティラポン; 飯塚敦; 河井克之

  土と基礎, 2007

  
• 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

  ピパットポンサー・ティラポン; 飯塚敦; 河井克之

  神戸大学都市安全研究センター, 2007

  
• 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

  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

  土木学会応用力学論文集, 2007

  
• Extremely Rapid Rockslide-Debris Avalanche at St. Bernard, Southern Leyte, Philippines

  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

  2006

  
• The mathematical modeling of unsaturated soil-water coupled problem considering mass transfer

  K.Fujikawa; Atsushi Iizuka; K.Kawai; T.Pipatpongsa

  Journal of Applied Mechanics, JSCE, 2006

  
• 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

  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

  土と基礎, 2006

  
• The Mathematical Modeling of Unsaturated Soil-Water Coupled Problem Considering Mass Transfer and its FE formulation

  FUJIKAWA Kazuhiko; IZUKA Atsushi; KAWAI Katsuyuki; PIPATPONGSA Thirapong

  Journal of applied mechanics, 2006

  
• Nanotechnology in Taiwan

  T. Pipatpongsa

  Thailand's Semiconductor Electronics Journal, 2005

  
• Taiwan's Key Elements of Success

  T. Pipatpongsa

  Thailand Trade and Economic Office (Taipei), 2005

  
• Nanotechnology in Taiwan

  T. Pipatpongsa

  Thailand's Semiconductor Electronics Journal, 2005

  
• Taiwan's Key Elements of Success

  T. Pipatpongsa

  Thailand Trade and Economic Office (Taipei), 2005

  
• 地盤動態解析の基礎理論

  大野進太郎; 竹山智英; 飯塚敦; Pipatpongsa Thirapong; 太田秀樹

  21世紀COEプログラム「都市地震工学の発展と体系化」, 2005

  
• Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model

  Pipatpongsa Thirapong; Iizuka Atsushi; Kobayashi Ichizo; Ohta Hideki

  Proceedings of the Japan National Conference on Geotechnical Engineering, 2003

  
• FEM for the Sekiguchi-Ohta Model considering non-smooth yield surface

  Yuttapongtada Yotsak; Pipatpongsa Thirapong; Iizuka Atsushi; Ohta Hideki

  Proceedings of the Japan National Conference on Geotechnical Engineering, 2003

  
• Consistent tangential moduli for rate-independent Sekiguchi-Ohta model

  Pipatpongsa Thirapong; Osakabe Kazuya; Iizuka Atsushi; Kobayashi Ichizo; Ohta Hideki

  Proceedings of the Japan National Conference on Geotechnical Engineering, 2002

  
• Stress update algorithm for rate-independent Sekiguchi-Ohta model

  Pipatpongsa Thirapong; Osakabe Kazuya; Iizuka Atsushi; Kobayashi Ichizo; Ohta Hideki

  Proceedings of the Japan National Conference on Geotechnical Engineering, 2002

  
• Interpretation of Koiter’s associated flow rule to the corner of the Sekiguchi-Ohta model

  Pipatpongsa Thirapong; Yuttapongtada Yotsak; Iizuka Atsushi; Kobayashi Ichizo; Ohta Hideki

  Proceedings of the Japan National Conference on Geotechnical Engineering, 2002

  
• FEM formulation for analysis of soil constitutive model with a corner in the yield surface

  T. Pipatpongsa; A. Iizuka; I. Kobayashi; H. Ohta

  Journal of Structural Engineering, JSCE, 2002

  
• FEM formulation for analysis of soil constitutive model with a corner in the yield surface

  T. Pipatpongsa; A. Iizuka; I. Kobayashi; H. Ohta

  Journal of Structural Engineering, JSCE, 2002

  
• 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

  PIPATPONGSA T; OHTA Hideki; KOBAYASHI Ichizo; IIZUKA Atsushi

  第36回地盤工学研究発表会講演集, Jun. 2001

  
• 関口・太田モデルによる有効内部摩擦角とKo値の関係

  PIPATPONGSA T; OHTA Hideki; KOBAYASHI Ichizo; IIZUKA Atsushi

  第36回地盤工学研究発表会講演集, Jun. 2001

  
• 関口・太田モデルによる有効内部摩擦角とＫ0値の関係

  PipatpongsaThirapong; 太田秀樹; 小林一三; 飯塚敦

  第36回地盤工学研究発表会発表講演集, 2001

  
• Implicit Finite Element Implementation of an Anisotropic Soil Model

  Pipatpongsa Thirapong; Kobayashi Ichizo; Ohta Hideki; Iizuka Atsushi

  NCTAM papers, National Congress of Theoretical and Applied Mechanics, Japan, 2001

  
• Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms

  Pipatpongsa, T; Iizuka, A; Kobayashi, I; Ohta, H; Suzuki, Y

  Journal of Applied Mechanics, JSCE, 2001

  
• Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms

  PIPATPONGSA Thirapong; IIZUKA Atsushi; KOBAYASHI Ichizo; OHTA Hideki; SUZUKI Yukihito

  Journal of applied mechanics, 2001

  
• Effects of some parameters on braced-excavation of soft clay by numerical studies

  T Pipatpongsa; H Ohta; A Iizuka; M Hashimoto

  COASTAL GEOTECHNICAL ENGINEERING IN PRACTICE, VOL 1, 2000

  
• FEMを用いた軟弱地盤の掘削解析

  PIPATPONGSA T; OHTA Hideki; YAMAGAMI Naoyuki; IIZUKA Atsushi; HASHIMOTO Mitsuhiro

  第34回地盤工学研究発表会講演集, Jul. 1999

  

Presentations

• Development of a tsunami warning system for Thailand

  International Workshop on “The Indian Ocean Tsunami: 5 years later”, 2010

  
• Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model

  Proceeding of the 2nd Asean Civil Engineering Conference, 2010

  
• Constant-volume direct box-shear test on clay-seam materials

  The 17th Southeast Asian Geotechnical Conference, 2010

  
• Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide

  The 17th Southeast Asian Geotechnical Conference, 2010

  
• Slope failures along oblique plane due to sequential removals of propping portion in physical model tests

  The 15th National Convention on Civil Engineering, Thailand, 2010

  
• 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, 2010

  
• Stress analysis of planar slopes inclined at the angle of repose with fixed principal axes

  The 45th National Conference of Japan Geotechnical Engineering, 2010

  
• Stability assessment of rainfall-induced landslides slipped along clay seam

  The 45th National Conference of Japan Geotechnical Engineering, 2010

  
• Dynamic properties of Chiang Mai sand using the cyclic direct simple shear test

  The 45th National Conference of Japan Geotechnical Engineering, 2010

  
• Numerical analysis of admissible stresses in conical sand heap deposited in loose condition

  The 45th National Conference of Japan Geotechnical Engineering, 2010

  
• Arching effect in retaining walls under translation mode with surcharge

  The 45th Japan National Conference on Geotechnical Engineering, 2010

  
• Method to Cope with Singular Point of Sekiguchi-Ohta’s Model considering Super-Subloading yield surface

  The 45th National Conference of Japan Geotechnical Engineering, 2010

  
• 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, 2010

  
• Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand

  The 12th JSCE International Summer Symposium, 2010

  
• 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, 2010

  
• Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis

  The 12th JSCE International Summer Symposium, 2010

  
• Constant volume monotonic response of reconstituted sand under direct simple shear test

  The 12th JSCE International Summer Symposium, 2010

  
• Arch shapes and principal stress trajectories in planar heap of dry sand

  IS-SHANGHAI2010, 2010

  
• Shear strength parameter of Mae Moh clay seam under simple shear condition

  The 23rd KKCNN symposium on Civil Engineering, 2010

  
• Development of a tsunami warning system for Thailand

  International Workshop on “The Indian Ocean Tsunami: 5 years later”, 2010

  
• Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model

  Proceeding of the 2nd Asean Civil Engineering Conference, 2010

  
• Constant-volume direct box-shear test on clay-seam materials

  The 17th Southeast Asian Geotechnical Conference, 2010

  
• Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide

  The 17th Southeast Asian Geotechnical Conference, 2010

  
• Slope failures along oblique plane due to sequential removals of propping portion in physical model tests

  The 15th National Convention on Civil Engineering, Thailand, 2010

  
• 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, 2010

  
• 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, 2010

  
• Stability assessment of rainfall-induced landslides slipped along clay seam

  The 45th National Conference of Japan Geotechnical Engineering, 2010

  
• 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, 2010

  
• 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, 2010

  
• Arching effect in retaining walls under translation mode with surcharge

  The 45th Japan National Conference on Geotechnical Engineering, 2010

  
• 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, 2010

  
• 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, 2010

  
• Basic parameters of clay seam in the bedding shears of the Mae Moh open-pit mine of Thailand

  The 12th JSCE International Summer Symposium, 2010

  
• 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, 2010

  
• Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis

  The 12th JSCE International Summer Symposium, 2010

  
• Constant volume monotonic response of reconstituted sand under direct simple shear test

  The 12th JSCE International Summer Symposium, 2010

  
• Arch shapes and principal stress trajectories in planar heap of dry sand

  IS-SHANGHAI2010, 2010

  
• Shear strength parameter of Mae Moh clay seam under simple shear condition

  The 23rd KKCNN symposium on Civil Engineering, 2010

  
• Statics of granular media in wedge-shaped heap

  The 6th Regional Symposium on Infrastructure Development, 2009

  
• 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), 2009

  
• Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation

  The 14th National Convention on Civil Engineering of Thailand, 2009

  
• 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, 2009

  
• Analyses of pressure distribution under 2D sand heap by considering arching effect

  NCTAM2009, 2009

  
• Salt damage by climate conditions and countermeasures

  The 44th National Conference of Japan Geotechnical Engineering, 2009

  
• Stress analyses of central pressure dip phenomenon underneath two-dimensional sand heaps

  The 44th National Conference of Japan Geotechnical Engineering, 2009

  
• Critical grouting pressure prediction in Iran Kheirabad rock mass based on fracture mechanics approach

  The 44th National Conference of Japan Geotechnical Engineering, 2009

  
• 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, 2009

  
• Consistent integration for Iwan spring model under multisurface hyperplasticity framework

  JSCE Annual Meeting 2009, 2009

  
• Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach

  The 4th Asian Particle Technology Symposium, 2009

  
• 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, 2009

  
• 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, 2009

  
• 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, 2009

  
• Stress distribution in storage silo under uniform vertical pressure

  The 22nd KKCNN symposium on Civil Engineering, 2009

  
• Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity

  The 22nd KKCNN symposium on Civil Engineering, 2009

  
• Excavation problems in Maemoh lignite open-pit mine of Thailand

  Geo-Kanto2009, 2009

  
• Failure mechanisms in arched excavation of sloped earth using model test

  Geo-Kanto2009, 2009

  
• Spatial distributions of safety factor against sliding in loose heap of sand

  Geo-Kanto2009, 2009

  
• Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition

  Asian Pacific Conference for Materials and Mechanics 2009, 2009

  
• Granular arch shapes under criterion of silo effect

  Asian Pacific Conference for Materials and Mechanics 2009, 2009

  
• Development of Tsunami database in Thailand through supercomputing research collaboration

  The 20th Annual Conference the Japan Society for International Development, 2009

  
• A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization

  UNSAT-ASIA2009, 2009

  
• 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), 2009

  
• Statics of granular media in wedge-shaped heap

  The 6th Regional Symposium on Infrastructure Development, 2009

  
• 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), 2009

  
• Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation

  The 14th National Convention on Civil Engineering of Thailand, 2009

  
• 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, 2009

  
• 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, 2009

  
• 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, 2009

  
• 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, 2009

  
• 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, 2009

  
• 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, 2009

  
• Consistent integration for Iwan spring model under multisurface hyperplasticity framework

  JSCE Annual Meeting 2009, 2009

  
• Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach

  The 4th Asian Particle Technology Symposium, 2009

  
• 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, 2009

  
• 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, 2009

  
• 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, 2009

  
• Stress distribution in storage silo under uniform vertical pressure

  The 22nd KKCNN symposium on Civil Engineering, 2009

  
• Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity

  The 22nd KKCNN symposium on Civil Engineering, 2009

  
• Excavation problems in Maemoh lignite open-pit mine of Thailand

  Geo-Kanto2009, 2009

  
• Failure mechanisms in arched excavation of sloped earth using model test

  Geo-Kanto2009, 2009

  
• Spatial distributions of safety factor against sliding in loose heap of sand

  Geo-Kanto2009, 2009

  
• Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition

  Asian Pacific Conference for Materials and Mechanics 2009, 2009

  
• Granular arch shapes under criterion of silo effect

  Asian Pacific Conference for Materials and Mechanics 2009, 2009

  
• Development of Tsunami database in Thailand through supercomputing research collaboration

  The 20th Annual Conference the Japan Society for International Development, 2009

  
• A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization

  UNSAT-ASIA2009, 2009

  
• 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), 2009

  
• 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, 2008

  
• 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, 2008

  
• Domain of metastability at the corner of the Sekiguchi-Ohta model

  2008

  
• Apparent c`-intercept induced by capillary action

  2008

  
• Critical pressure prediction in rock grouting by using the fracture mechanics principles

  JSCE Annual Meeting 2008, 2008

  
• Analysis of stresses in wedge-shaped granular mound

  The 10th JSCE International Summer Symposium, 2008

  
• Hyperplasticity modelling of normally consolidated clays in simple shear

  The 10th JSCE International Summer Symposium, 2008

  
• A fracture mechanics approach for hydraulic fracturing in situ stress measurements

  The 10th JSCE International Summer Symposium, 2008

  
• Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model

  the 21st KKCNN Symposium on Civil Engineering, 2008

  
• 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, 2008

  
• Plasticity analysis of granular media reposed in wedge-shaped heap

  Geo-Kanto 2008, 2008

  
• Artificial neural networks-based attenuation function for subduction zone earthquake

  Geo-Kanto 2008, 2008

  
• Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo

  Geo-Kanto 2008, 2008

  
• Finite element simulation of natural soft clay deposit response due to earthquake

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Stress analysis of granular media confined in long vertical column

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Interpretation of process of Ko-consolidation by randomized inhomogeneous strains

  the 1st Thailand-Japan International Academic Conference, 2008

  
• New discipline of collaborative research crossing borders through supercomputing infrastructure

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Educational drive of Tokyo Tech toward human resources development in Thailand

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Outlooks of Tokyo Tech Educational Field Trip in Thailand

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Statics of granular media in wedge-shaped mound

  Geo-Chiangmai, 2008

  
• 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, 2008

  
• 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, 2008

  
• Domain of metastability at the corner of the Sekiguchi-Ohta model

  2008

  
• Apparent c`-intercept induced by capillary action

  2008

  
• 静止土圧係数の解析

  第43回地盤工学研究発表会, 2008

  
• 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, 2008

  
• 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, 2008

  
• Critical pressure prediction in rock grouting by using the fracture mechanics principles

  JSCE Annual Meeting 2008, 2008

  
• Analysis of stresses in wedge-shaped granular mound

  The 10th JSCE International Summer Symposium, 2008

  
• Hyperplasticity modelling of normally consolidated clays in simple shear

  The 10th JSCE International Summer Symposium, 2008

  
• A fracture mechanics approach for hydraulic fracturing in situ stress measurements

  The 10th JSCE International Summer Symposium, 2008

  
• Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model

  the 21st KKCNN Symposium on Civil Engineering, 2008

  
• 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, 2008

  
• Plasticity analysis of granular media reposed in wedge-shaped heap

  Geo-Kanto 2008, 2008

  
• Artificial neural networks-based attenuation function for subduction zone earthquake

  Geo-Kanto 2008, 2008

  
• Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo

  Geo-Kanto 2008, 2008

  
• 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, 2008

  
• Finite element simulation of natural soft clay deposit response due to earthquake

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Stress analysis of granular media confined in long vertical column

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Interpretation of process of Ko-consolidation by randomized inhomogeneous strains

  the 1st Thailand-Japan International Academic Conference, 2008

  
• New discipline of collaborative research crossing borders through supercomputing infrastructure

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Educational drive of Tokyo Tech toward human resources development in Thailand

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Outlooks of Tokyo Tech Educational Field Trip in Thailand

  the 1st Thailand-Japan International Academic Conference, 2008

  
• Statics of granular media in wedge-shaped mound

  Geo-Chiangmai, 2008

  
• 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, 2007

  
• Inhomogeneous Deformation Developing in a Clay Specimen

  the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow, 2007

  
• Desertification in the stratified structure of terrestrial environment problems

  2007

  
• 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, 2007

  
• 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, 2007

  
• Effect of Japanese Technologies to Thai Industries by Students' Viewpoints

  Thai Student’s Association in Japan, 2007

  
• Analysis of Embankment by Nonlinear Contractancy Description

  the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, 2007

  
• 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, 2007

  
• 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, 2007

  
• Inhomogeneous Deformation Developing in a Clay Specimen

  the 16th Southeast Asian Geotechnical Conference, Geotechnical Innovations in Practice, Tsunami and Debris Flow, 2007

  
• 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, 2007

  
• 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, 2007

  
• 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, 2007

  
• Effect of Japanese Technologies to Thai Industries by Students' Viewpoints

  Thai Student’s Association in Japan, 2007

  
• Analysis of Embankment by Nonlinear Contractancy Description

  the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, 2007

  
• Applicability of implicit integration algorithm to boundary value problem

  The Japanese Geotechnical Society, 2006

  
• Taiwan`s key elements of success

  1st Thai-Japanese Student Exchange Meeting (TJSE2006), 2006

  
• Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion

  JSPS International Symposium on Environmental Engineering, 2006

  
• 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, 2006

  
• 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, 2006

  
• 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, 2006

  
• 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，, 2006

  
• Taiwan`s key elements of success

  1st Thai-Japanese Student Exchange Meeting (TJSE2006), 2006

  
• Accuracy Assessment of Implicit Integration for Mohr-Coulomb Yield Criterion

  JSPS International Symposium on Environmental Engineering, 2006

  
• Development of the soil/water coupled F.E. program using implicit integration algorithm in stress update

  The Japanese Geotechnical Society, 2005

  
• Implicit integration of elasto-plastic constitutive model with subloading surface

  2005

  
• 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, 2005

  
• Corner mode in the Sekiguchi-Ohta model

  Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts”, 2005

  
• Traditional Education about Tsunami Hazard in Japan

  International Symposium on “Tsunami Reconstruction with Geosynthetics － Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control”, 2005

  
• 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)”, 2005

  
• 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, 2005

  
• 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, 2005

  
• 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, 2005

  
• 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, 2005

  
• 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, 2005

  
• Corner mode in the Sekiguchi-Ohta model

  Research Group 3, 2005 Workshop and Meeting on “Safety & Stability of Infrastructures Against Environmental Impacts”, 2005

  
• Traditional Education about Tsunami Hazard in Japan

  International Symposium on “Tsunami Reconstruction with Geosynthetics － Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control”, 2005

  
• 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)”, 2005

  
• Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model

  第38回地盤工学研究発表会, 2003

  
• FEM for the Sekiguchi-Ohta model considering non-smooth yield surface

  第38回地盤工学研究発表会, 2003

  
• 関口・太田モデルによる弾塑性接線テンソル

  2003

  
• FEM for the Sekiguchi-Ohta model considering non-smooth yield surface

  第38回地盤工学研究発表会, 2003

  
• Implicit Finite Element Implementation of an Anisotropic Soil Model

  第51回理論応用力学講演会, 2002

  
• An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation

  3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts, 2002

  
• 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, 2002

  
• 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, 2002

  
• Stress update algorithm for rate-independent Sekiguchi-Ohta model

  第37回地盤工学研究発表会, 2002

  
• Consistent tangential moduli for rate-independent Sekiguchi-Ohta model

  第37回地盤工学研究発表会, 2002

  
• 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

  
• An Improved Implicit Integration Algorithm for the Sekiguchi-Ohta Constitutive Equation

  3rd JAPAN-PHILIPPINE WORKSHOP on Safety & Stability of Infrastructures Against Environmental Impacts, 2002

  
• 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, 2002

  
• 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

  
• 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

  
• 関口・太田モデルに適用する弾塑性接線係数

  2002

  
• 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, 2001

  
• 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, 2001

  
• Integration algorithms for soil constitutive equations with a singular hardening vertex

  Proceeding of the Third International Summer Symposium, 2001

  
• The vertex singularity in the Sekiguchi-Ohta model

  第56回土木学会全国大会, 2001

  
• 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

  
• 関口・太田モデルによる有効内部摩擦角とKo値の関係

  2001

  
• Integration algorithms for soil constitutive equations with a singular hardening vertex

  Proceeding of the Third International Summer Symposium, 2001

  
• 関口・太田モデルにおける尖り点

  2001

  
• Return-mapping algorithm for Sekiguchi-Ohta model

  Proceeding of the Second International Summer Symposium, 2000

  
• Effects of some parameters on braced-excavation of soft clay by numerical studies

  Proceedings of the International Symposium IS-YOKOHAMA 2000, 2000

  
• Return-mapping algorithm for Sekiguchi-Ohta model

  Proceeding of the Second International Summer Symposium, 2000

  
• Effects of some parameters on braced-excavation of soft clay by numerical studies

  Proceedings of the International Symposium IS-YOKOHAMA 2000, 2000

  
• Application of F.E.M. to excavation of soft clay

  第34回地盤工学研究発表会, 1999

  
• Application of F.E.M. to excavation of soft clay

  Proceeding of the First International Summer Symposium, 1999

  
• FEMを用いた軟弱地盤の掘削解析

  地盤工学会, 1999

  
• Application of F.E.M. to excavation of soft clay

  Proceeding of the First International Summer Symposium, 1999

  

Works

• Modeling and Simulation of Large-Scale Open-Pit Coal Mining

  From 2010, To 2015

  
• 大規模露天掘り炭鉱のモデル化と採掘シミュレーション

  From 2010, To 2015

  
• Simulation of Tsunamis Generated by Earthquakes using Parallel Computing Technique

  From 2007, To 2010

  
• 並列処理技術を用いた地震による津波のシミュレーション

  From 2007, To 2010

  
• Science/Math students project study trip in Thailand

  From Aug. 2008, To Sep. 2008

  
• 理数学生プロジェクトのタイへの引率

  From Aug. 2008, To Sep. 2008

  
• Japan-Asia Young Scientist and Engineer Study Visit

  From Aug. 2007, To Sep. 2007

  
• 日本アジア理工系学生交流プログラム

  From Aug. 2007, To Sep. 2007

  

Awards

• 29 May 2008

  Japanese Geotechnical Society, Technological Encouragement Award

External funds: Kakenhi

• Inventive concepts of 3D geo-stress sensing device using equivalent resistance of conductive particles subjected to contact pressures

  Grant-in-Aid for Scientific Research (B)

  Basic Section 22030:Geotechnical engineering-related

  Kyoto University

  ピパットポンサー ティラポン

  From 01 Apr. 2020, To 31 Mar. 2023, Granted

  土圧計測;接触抵抗;接触力学;マイクロX線CT;粒状体

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-20H02242/
• Realizability of 3D geo-stress sensing device via electrical resistivity under contact pressure in granular media

  Grant-in-Aid for Challenging Research (Exploratory)

  Kyoto University

  THIRAPONG PIPATPONGSA

  From 30 Jun. 2017, To 31 Mar. 2019, Project Closed

  粒状体;圧縮応力;接触力学;土圧計測;導電性;応力;応力鎖;X線CT

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-17K18904/
• Experimental and theoretical diagnosis of arch collapse with liquefaction in embankment constructed on soft ground subjected to seismic loading

  Grant-in-Aid for Scientific Research (B)

  Kyoto University

  Thirapong PIPATPONGSA

  From 01 Apr. 2015, To 31 Mar. 2018, Project Closed

  アーチ効果;模型実験;液状化;盛土;主応力軸;応力分布;動的安定性

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-15H04037/
• Mechanisms of liquefaction-prone initial stresses in embankments caused by formation of arch and damage-resistant materials requirements against excessive basal settlement

  Grant-in-Aid for Young Scientists (B)

  Kyoto University;Tokyo Institute of Technology

  THIRAPONG PIPATPONGSA

  From 01 Apr. 2013, To 31 Mar. 2015, Project Closed

  アーチ効果;荷重分布;地盤沈下;下界定理;締固め土;盛土;模型実験;土質力学;極限解析;安息角

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-25820213/
• Numerical simulation of salt damage and ground deformation mechanism and its deterrence/repair methods

  Grant-in-Aid for Scientific Research (B)

  Kobe University

  Atsushi IIZUKA

  From 01 Apr. 2012, To 31 Mar. 2016, Project Closed

  地盤力学;塩害・沙漠化;水循環;環境技術;シミュレーション;飽和／不飽和地盤;移流・拡散;抑止・修復技術;地盤工学;地盤の変形;飽和/不飽和地盤

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-24360193/
• Monitoring technique development for stress distribution in groundslopes based on the Lame-Maxwell equations of equilibrium

  Grant-in-Aid for Young Scientists (B)

  Tokyo Institute of Technology

  Thirapong PIPATPONGSA

  From 28 Apr. 2011, To 31 Mar. 2013, Project Closed

  土質力学;地盤解析;地盤工学;模型実験;応力分配;アーチ効果;荷重分布;主応力軸;連続体力学;モニタリング

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-23760441/
• Salt damage/Ground deformation Mechanism and its repair method using porous ceramic particles made from paper sludge

  Grant-in-Aid for Scientific Research (B)

  Kobe University

  Atsushi IIZUKA

  Project Closed

  塩害;沙漠化;地盤応答数理モデル;有限要素シミュレータ;多孔質セラミック材;地盤変状;タイ東北部;地盤工学;塩害・沙漠化;水循環;環境技術;シミュレーション;汚泥土のリサイクル;地圏・気圏水循環;多孔質セラミック;地球環境問題;砂漠化

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-21360225/
• Development of Numerical Simulator to predict the mechanical behavior of salt-damaged ground and recover techniques

  Grant-in-Aid for Scientific Research (B)

  Kobe University

  Atsushi IIZUKA

  Project Closed

  塩害;砂漠化;地盤変状;有限要素シミュレータ;現地塩害調査;水循環;構成式;地盤力学;地球環境問題

  https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-18360230/

Education

Teaching subject(s)

• From Apr. 2014, To Mar. 2015

  Advanced Scientific English (Debate)

  Year-long, 全学共通科目
• From Apr. 2014, To Mar. 2015

  Geoenviornmental Engineering

  Fall, 工学部
• From Apr. 2014, To Mar. 2015

  Rock Engineering

  Fall, 工学部
• From Apr. 2014, To Mar. 2015

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2015, To Mar. 2016

  Advanced Scientific English (Debate)

  Year-long, 全学共通科目
• From Apr. 2015, To Mar. 2016

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2015, To Mar. 2016

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2015, To Mar. 2016

  Experiments on Soil Mechanics and Exercises

  Spring, 工学部
• From Apr. 2015, To Mar. 2016

  Geoenviornmental Engineering

  Fall, 工学部
• From Apr. 2015, To Mar. 2016

  International Construction Management

  Fall, 工学部
• From Apr. 2015, To Mar. 2016

  Rock Engineering

  Fall, 工学部
• From Apr. 2015, To Mar. 2016

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2015, To Mar. 2016

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2015, To Mar. 2016

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2016, To Mar. 2017

  Advanced Scientific English (Debate)

  Year-long, 全学共通科目
• From Apr. 2016, To Mar. 2017

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2016, To Mar. 2017

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2016, To Mar. 2017

  Geoenviornmental Engineering

  Fall, 工学部
• From Apr. 2016, To Mar. 2017

  Rock Engineering

  Fall, 工学部
• From Apr. 2016, To Mar. 2017

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2016, To Mar. 2017

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2016, To Mar. 2017

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2017, To Mar. 2018

  Advanced Scientific English-E3

  Year-long, 全学共通科目
• From Apr. 2017, To Mar. 2018

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2017, To Mar. 2018

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2017, To Mar. 2018

  Geoenviornmental Engineering

  Fall, 工学部
• From Apr. 2017, To Mar. 2018

  Rock Engineering

  Fall, 工学部
• From Apr. 2017, To Mar. 2018

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2017, To Mar. 2018

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2017, To Mar. 2018

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2018, To Mar. 2019

  Advanced Scientific English-E3

  Year-long, 全学共通科目
• From Apr. 2018, To Mar. 2019

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2018, To Mar. 2019

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2018, To Mar. 2019

  Geoenviornmental Engineering

  Fall, 工学部
• From Apr. 2018, To Mar. 2019

  Rock Engineering

  Fall, 工学部
• From Apr. 2018, To Mar. 2019

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2018, To Mar. 2019

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2018, To Mar. 2019

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2019, To Mar. 2020

  Advanced Scientific English-E3

  Year-long, 全学共通科目
• From Apr. 2019, To Mar. 2020

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2019, To Mar. 2020

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2019, To Mar. 2020

  Design for Infrastructure II

  Fall, 工学部
• From Apr. 2019, To Mar. 2020

  Geoenviornmental Engineering

  Fall, 工学部
• From Apr. 2019, To Mar. 2020

  Rock Engineering

  Fall, 工学部
• From Apr. 2019, To Mar. 2020

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2019, To Mar. 2020

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2019, To Mar. 2020

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2020, To Mar. 2021

  Advanced Scientific English-E3 (Debate)

  Year-long, 全学共通科目
• From Apr. 2020, To Mar. 2021

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2020, To Mar. 2021

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2020, To Mar. 2021

  Introduction to Engineering Geology

  Fall, 全学共通科目
• From Apr. 2020, To Mar. 2021

  Rock Engineering

  Fall, 工学部
• From Apr. 2020, To Mar. 2021

  Scientific English II-E3 (Presentation & Discussion)

  Year-long, 全学共通科目
• From Apr. 2020, To Mar. 2021

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2020, To Mar. 2021

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Advanced Scientific English-E3 (Debate)

  Fall, 全学共通科目
• From Apr. 2021, To Mar. 2022

  Computer Programming in Global Engineering

  Fall, 工学部
• From Apr. 2021, To Mar. 2022

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Design for Infrastructure I

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Exercises in Infrastructure Design

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Experiments on Soil Mechanics and Exercises

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Introduction to Global Engineering

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Rock Engineering

  Fall, 工学部
• From Apr. 2021, To Mar. 2022

  Scientific English II-E3 (Presentation & Discussion)

  Spring, 全学共通科目
• From Apr. 2021, To Mar. 2022

  Soil Mechanics I and Exercises

  Fall, 工学部
• From Apr. 2021, To Mar. 2022

  Soil Mechanics II and Exercises

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Rock Engineering

  Fall, 工学部
• From Apr. 2021, To Mar. 2022

  Continuum Mechanics

  Spring, 工学部
• From Apr. 2021, To Mar. 2022

  Introduction to Engineering Geology

  Fall, 全学共通科目

Academic, Social Contribution

Committee Memberships

• From Aug. 2014, To Aug. 2017

  Editorial Committee, Soils and Foundations, Japanese Geotechnical Society
• From 2012, To 2014

  Editorial Committee, International Journal of JSCE, Japan Society of Civil Engineers
• From 2007, To 2008

  Editorial Committee, Tsuchi-to-Kiso, Japanese Geotechnical Society