1995-1996    Structural engineer, Metropolitan Engineering Consultant Co., Ltd., Bangkok
                      結構工程師 曼谷大都會工程顧問有限公司
2002-2004    Assistant to Minister-Counsellor (industry), Office of Industrial Affairs, Royal Thai Embassy, Tokyo Japan
                    工業部助理公使銜參贊 泰王國駐日本大使館(工業部)
2004-2005    Economic analyst, Thailand Trade and Economic Office, Taipei    
                      經濟研究員　駐台北泰國貿易經濟辦事處
2005-2014    Associate Professor, Global Scientific Information & Computing Center, Tokyo Institute of Technology
                      副教授　東京工業大学　國際學術資訊中心
2014-2015    Associate Professor, Department of Civil and Earth Resources Engineering, Kyoto University
                      副教授　京都大学　土木基礎工程系
2015-2023    Associate Professor, Department of Urban Management, Kyoto University
                     副教授　京都大学　城市社會工學系
2023-            Professor, Department of Civil Engineering, National Yang Ming Chiao Tung University
                     教授　國立陽明交通大學 土木工程學系

Title of Project	Agency	Implementation Duration
基於土拱效應的地盤改良方法以抑制軟弱地盤上砂性土堤的受震行為	國科會	2025/8/1 - 2028/7/31
基於土拱效應的土壤堤防加固改良以抑制地震引致的邊坡穩定問題和土堤液化的損壞	國科會	2024/9/1 - 2025/8/31
Inventive concepts of 3D geo-stress sensing device using equivalent resistance of conductive particles subjected to contact pressures	Japan Society for the Promotion of Science (JSPS)	2020/4/1 - 2023/3/31
層理面に沿った斜面脚部のフォアスラストを抑制するカウンタウェイトによる耐震補強方法に関する遠心模型実験および動的安定性評価	West Nippon Expressway Co., Ltd. (W-NEXCO)	2020/4/30 - 2022/4/30
軟弱地盤上の河川堤防内の液状化抵抗に関する実験的研究	Japan Institute of Country-ology and Engineering (JICE)	2020/2/4 - 2021/3/31
河川堤防の対液状化性能向上を目的とした締固め方のパフォーマンス検討	River fund	2020/4/20 - 2021/4/30
多方向応力測定を用いた軟弱地盤上のアーチ作用を受けた盛土の地震時挙動の解明	Nippon Expressway Company Limited (NEXCO)	2020/4/30-2021/3/31
Realizability of 3D geo-stress sensing device via electrical resistivity under contact pressure in granular media	Japan Society for the Promotion of Science (JSPS)	2017/6/30 - 2020/3/31
提体内の浸潤面上昇により地震時に液状化に至るリスクポテンシャルの解明	River fund	2019/4/25 - 2020/3/31
感圧導電性粒子を用いた三次元応力測定装置の開発	Kajima Corporation	2019/4/1 - 2024/3/31
Ploughing failure mechanisms in Lowwall using mechanical properties of rock mass at Mae Moh mine	Electricity Generating Authority of Thailand (EGAT)	2019/3/1 - 2023/8/31
Experimental and theoretical diagnosis of arch collapse with liquefaction in embankment constructed on soft ground subjected to seismic loading	Japan Society for the Promotion of Science (JSPS)	2015/4/1 - 2018/3/31
Mechanisms of liquefaction-prone initial stresses in embankments caused by formation of arch and damage-resistant materials requirements against excessive basal settlement	Japan Society for the Promotion of Science (JSPS)	2013/4/1 - 2016/3/3
Failure mechanisms and stabilization of undercut slope with Faults at Lowwall Area 4.1 by using shear pins and rock bunds	Electricity Generating Authority of Thailand (EGAT)	2014/9/1-2015/10/31
Monitoring technique development for stress distribution in ground slopes based on the Lame-Maxwell equations of equilibrium	Japan Society for the Promotion of Science (JSPS)	2011/4/1 - 2013/3/3
Stabilization of alternative excavations and strengthening of supporting materials for pit wall in Area 4.1	Electricity Generating Authority of Thailand (EGAT)	2011/2/1-2012/4/30
タイ東北部の塩類集積被害の評価	E&E Solutions Inc.	2010/11/30-2012/5/31

SCI Journals (peer-reviewed)

1. A. A. Sayari, A. R. Kargar, M. H. Khosravi and T. Pipatpongsa, Analyzing time-dependent rock-concrete interaction: A Solution for non-circular tunnels, Applied Mathematical Modelling, Vol. 145, Pages 116098, 2025. DOI: 10.1016/j.apm.2025.116098
2. P. Maneepong, C. Leelasukseree, T. Pipatpongsa, P. Sangkhaphan, T. Maneewat, A. Chaiwan, Rock slope stability and hydromechanical coupling evaluation on the relay ramp-controlled failure mechanism in Mae Moh Mine, Thailand, International Journal of Rock Mechanics and Mining Sciences, Vol. 191 Pages 106132, 2025. DOI: 10.1016/j.ijrmms.2025.106132
3. T. Pipatpongsa, K. Fang, C. Leelasukseree, A. Chaiwan & N. Chanwiset, Reverse toe sliding criteria of laterally confined low wall slope subjected to counterweight fill, International Journal of Rock Mechanics and Mining Sciences 175, 105683, 2024. DOI: 10.1016/j.ijrmms.2024.105683
4. T. Pipatpongsa, C. Leelasukseree, K. Fang, A. Chaiwan & N. Chanwiset, Analysis of passive thrust near slope toe in laterally confined slopes lying on inclined bedding plane, Bulletin of Engineering Geology and the Environment 82, 437, 2023. DOI: 10.1007/s10064-023-03443-6
5. H. Sarfaraz, M. H. Khosravi and T. Pipatpongsa, Theoretical and numerical analysis of cohesive-frictional backfill against battered retaining wall under active translation mode, International Journal of Geomechanics 23(6), Pages 04023079, 2023. DOI: 10.1061/ijgnai.gmeng-8392
6. M. H. Khosravi, H. Sarfaraz, T. Pipatpongsa and A. Sharifdeljuyi, Active earth pressure distribution inside narrow backfill considering soil-arching effect, International Journal of Geomechanics 22(7), Pages 06022013, 2022. DOI: 10.1061/(ASCE)GM.1943-5622.0002434
7. T. Pipatpongsa, K. Fang, C. Leelasukseree and A. Chaiwan, Stability analysis of laterally confined slope lying on inclined bedding plane, Landslides 19(8), 1861-1879, 2022. DOI: 10.1007/s10346-022-01873-z
8. C. Leelasukseree, T. Pipatpongsa, A. Chaiwan and N. Mungpayabal, Practical design, numerical analysis and site monitoring for a huge arching effect during the massive excavation of an undercut slope in open-pit mine, International Journal of Geoengineering Case Histories 7(1), pp.22-57, 2021. DOI: 10.4417/IJGCH-07-01-02
9. H. Sarfaraz, M.H. Khosravi, T. Pipatpongsa, Numerical stability analysis of undercut slopes evaluated by response surface methodology, Journal of Mining and Environment 12(1), pp. 31-43, 2021. DOI: 10.22044/JME.2020.10199.1957
10. T. Nguyen, T. Pipatpongsa, Plastic behaviors of asymmetric prismatic sand heaps on the verge of failure, Mechanics of Materials 151, 103624, 2020. DOI: 10.1016/j.mechmat.2020.103624
11. S.C. Wanjala, T. Pipatpongsa and T. Nguyen, Experimental realization of incipient active failure in sand heap by seismic loading, Granular Matter 22, Article No. 39, 2020. DOI: 10.1007/s10035-020-1007-2
12. B. Ukritchon, R. Ouch, T. Pipatpongsa and M.H. Khosravi: Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins, Acta Geotechnica, Vol.14, pp.2103–2122, 2019. DOI: 10.1007/s11440-019-00824-8
13. T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress distribution in conical sand heaps at incipient failure under active and passive conditions, International Journal of Solids and Structures, Vol.168, pp.1-12, 2019. DOI: 10.1016/j.ijsolstr.2018.04.001
14. B. Ukritchon, R. Ouch, T. Pipatpongsa and M.H. Khosravi, Investigation of stability and failure mechanism of undercut slopes by three-dimensional finite element analysis, KSCE Journal of Civil Engineering, 22(5), 1730-1741, 2018 DOI: 10.1007/s12205-017-2011-x
15. H. Ohtsu, T. Pipatpongsa, T. Kitaoka, S. Ito, M. Yabe, S. Soralump, Characteristics of fine particle distribution at cut slope and fill slope comprising weathered granite, Materials Transactions, Vol. 59, Issue 11, pp. 1723-1730, 2018. DOI: 10.2320/matertrans.Z-M2018839
16. B. Ukritchon, R. Ouch, T. Pipatpongsa and M.H. Khosravi, Experimental studies of floor slip tests on soil blocks reinforced by brittle shear pins, International Journal of Geotechnical Engineering, Volume 13(1), pp. 1-8, 2017. DOI: 10.1080/19386362.2017.1314126
17. R. Ouch, B. Ukritchon, T. Pipatpongsa and M.H. Khosravi, Finite element analyses of the stability of a soil block reinforced by shear pins, Geomechanics and Engineering, Vol. 12, No. 6, pp. 1021-1046, 2017. DOI: 10.12989/gae.2017.12.6.1021
18. M.H. Khosravi, T. Pipatpongsa, J. Takemura and M. Amini, Influence of modeling material on undercut slope failure mechanism, Journal of Mining and Environment, Volume 8, Issue 4, pp. 645-662, 2017. DOI: 10.22044/jme.2017.5641.1373
19. M.H. Khosravi, J. Takemura, T. Pipatpongsa and M. Amini, In-flight excavation of slopes with potential failure planes, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol.142, No.5, pp.06016001-1-5, 2016. DOI: 10.1061/(asce)gt.1943-5606.0001439
20. M.H. Khosravi, T. Pipatpongsa and J. Takemura, Theoretical analysis of earth pressure against rigid retaining walls under translation mode, Soils and Foundations, Vol.56, No.4, pp. 664-675, 2016. DOI: 10.1016/j.sandf.2016.07.007
21. R. Ouch, B. Ukritchon, T. Pipatpongsa and M. H. Khosravi, Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane, Maejo International Journal of Science and Technology, 10(3), pp.313-329, 2016.
22. S. Touch, T. Pipatpongsa, T. Takeda and J. Takemura, The relationships between electrical conductivity of soil and reflectance of canopy, grain, and leaf of rice in northeastern Thailand, International Journal of Remote Sensing, Vol. 36, No. 4, pp. 1136-1166, 2015. DOI:10.1080/01431161.2015.1007254
23. T. Pipatpongsa, T. Matsushita, M. Tanaka, S. Kanazawa, K. Kawai. Theoretical and experimental studies of stress distribution in wedge-shaped granular heaps, Acta Mechanica Solida Sinica, Vol.27, No.1, pp.28-40, 2014. DOI: 10.1016/S0894-9166(14)60014-8
24. S. Thay, T. Pipatpongsa, A. Takahashi and T. Ishigaki, 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, Volume 73, Issue 1, pp.95-107, 2014. DOI: 10.1007/s10064-013-0515-2
25. S. Touch, S. Likitlersuang and T. Pipatpongsa, 3D geological modelling and geotechnical characteristics of Phnom Penh subsoils in Cambodia, Engineering Geology, Vol. 178, pp. 58-69, Elsevier, 2014. DOI: 10.1016/j.enggeo.2014.06.010
26. T. Pipatpongsa, Statically admissible stress solutions in gravitating loose earth of wedge and valley with plane slopes inclined at angle of repose, Granular Matter, Volume 15, Issue 5, pp. 645-659, 2013. DOI: 10.1007/s10035-013-0439-3
27. M.H. Khosravi, T. Pipatpongsa, J. Takemura. Experimental analysis of earth pressure against rigid retaining walls under translation mode, Geotechnique, Vol. 63, No. 12, pp. 1020-1028, 2013. DOI: 10.1680/geot.12.P.021
28. D. Apriadi, S. Likitlersuang and T. Pipatpongsa, Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model, Computers and Geotechnics, Vol.49, pp. 100-110, 2013. DOI: 10.1016/j.compgeo.2012.11.007
29. S. Thay, S. Likitlersuang and T. Pipatpongsa, Monotonic and cyclic behavior of Chiang Mai sand under simple shear mode, Geotechnical and Geological Engineering, Volume 31, Issue 1, pp.67-82, 2013. DOI: 10.1007/s10706-012-9563-9
30. M.H. Khosravi, L. Tang, T. Pipatpongsa, J. Takemura and P. Doncommul, Performance of counterweight balance on stability of undercut slope evaluated by physical modeling, International Journal of Geotechnical Engineering, Vol.6 (2), pp.193-205, 2012. DOI: 10.3328/IJGE.2012.06.02.193-205
31. M.H. Khosravi, T. Pipatpongsa. Efficiency evaluation of implicit stress update algorithm for various forms of the original Cam-clay model, Theoretical and Applied Mechanics Japan, Science Council of Japan, Vol. 60, pp. 215-223, 2012. DOI: 10.11345/nctam.60.215
32. M.H. Khosravi, T. Pipatpongsa, A. Takahashi and J. Takemura, Arch action over an excavated pit on a stable scarp investigated by physical model tests, Soils and Foundations, Vol.51, No.4, pp. 723-735, 2011. DOI: 10.3208/sandf.51.723
33. T. Pipatpongsa, S. Heng, A. Iizuka and H. Ohta, Statics of loose triangular embankment under Nadai’s sand hill analogy, Journal of the Mechanics and Physics of Solids, Vol.58, No.10, pp.1506-1523, 2010. DOI: 10.1016/j.jmps.2010.07.013
34. H. Ohta, T. Pipatpongsa, S. Heng, S. Yokota and M. Takemoto, Significance of saturated clays seams for the stability of rainfall-induced landslides, Bulletin of Engineering Geology and the Environment, Vol. 69, Issue 1, pp. 71-87, 2010. DOI: 10.1007/s10064-009-0246-6
35. T. Pipatpongsa, H. Ohta, A. Iizuka. Analyses of pressure distribution using arching criteria in 2D sand heaps, Theoretical and Applied Mechanics Japan, Science Council of Japan, Vol. 58, pp. 41-48, Feb. 2010. DOI: 10.11345/nctam.58.41
36. T. Pipatpongsa, T. Takeyama, H. Ohta, A. Iizuka. On the vertex singularity of the Sekiguchi-Ohta model, Theoretical and Applied Mechanics Japan, Science Council of Japan, Vol. 57, pp. 89-94, 2009. DOI: 10.11345/nctam.57.89
37. S. Tachibana, A. Iizuka, K. Kawai, I. Kobayashi, T. Pipatpongsa & H. Ohta: “Numerical investigation on the failure criterion of normally consolidated clays”, International Journal for Numerical and Analytical Methods in Geomechanics, Volume 31, Issue 6, pp.809-833, May 2007. DOI: 10.1002/nag.562

 

Domestic and Regional Journal Paper (Peer-reviewed)

1. H. Sarfaraz, M. H. Khosravi, T. Pipatpongsa and G. Saedi, Estimation of passive earth pressure against a battered rigid retaining wall in cohesive-frictional backfill, Journal of Geomine Vol. 1 Issue 1 Pages 22-29, 2023. DOI: 10.22077/jgm.2023.6392.1005
2. 北岡 貴文, 大津 宏康, 野並 賢, ピパットポンサー・ティラポン, 松本 敦史，比較的高サクション状態にある不飽和土の降雨に伴う吸水・排水過程における挙動に関する研究，地盤工学ジャーナル，Vol. 16(1), pp. 35-47, 2021 (Behaviors of rainfall infiltration and drainage characteristics of unsaturated soils under relatively high suction state, Japanese Geotechnical Journal).

DOI: 10.3208/jgs.16.35

3. 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, 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，地盤工学ジャーナル，Vol. 14(3), pp. 241-252, 2019 (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). DOI: 10.3208/jgs.14.241
4. 土谷 陽太郎, 北岡 貴文, 長谷川 信介, Thirapong PIPATPONGSA, 大津 宏康，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，土木学会論文集F1（トンネル工学）, Vol. 75(1):130-142, 2019 (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)).

DOI: 10.2208/jscejte.75.130

5. 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，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，地盤工学ジャーナル，Vol. 14(1), pp. 31-41, 2019. (On the failure mechanisms of slope due to undercutting and reinforcement effects of slope stabilizing piles, Japanese Geotechnical Journal).

DOI: 10.3208/jgs.14.31

6. 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,地盤工学ジャーナル，Vol. 13(1), pp. 27-40, 2018 (A study of the method of GALDIT for groundwater vulnerability assessment in the Bangkok metropolitan area, Japanese Geotechnical Journal).

DOI: 10.3208/jgs.13.27

7. 大津 宏康, T. Pipatpongsa, 北岡 貴文, 伊東 俊一郎, 矢部 満, S. Soralump, 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, 材料, Vol. 67(3), pp. 346-353, 2018 (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)

DOI: 10.2472/jsms.67.346

8. T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, 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), Volume 74, No.2, Pages I_349-I_360, 2018.

DOI: 10.2208/jscejam.74.I_349

9. 渦岡良介，渦岡良介，若井明彦，ピパットポンサー・ティラポン，前田健一，松島亘志，金田一広，地盤工学における数値解析の発展に貢献した先人達，地盤工学会誌「土と基礎」, Vo.65, No.5, Ser.No.712, pp.8-11, 2017 (Influential people in history of numerical method in Geomechanics, Soil mechanics and foundation engineering, The Japanese Geotechnical Society).

https://ci.nii.ac.jp/naid/40021200536

10. M.H. Khosravi, F. Hamedi Azad, M. Bahaaddini and T. Pipatpongsa, DEM analysis of backfilled walls subjected to active translation mode, International Journal of Mining and Geo-Engineering 51(2), pp. 191-197, 2017.

DOI: 10.22059/ijmge.2017.233613.594675

11. R. Ouch, B. Ukritchon and T. Pipatpongsa, Stability of soil block on low interface friction plane with and without side supports, Engineering Journal, 20(2), pp. 123-145, 2016.

DOI: 10.4186/ej.2016.20.2.123

12. S. Touch, P. Pongpanlarp, T. Pipatpongsa and J. Takemura, Underground water in open pit mining at Mae Moh mine of Thailand, Special Issue Environmental Engineering “Towards Preservation and Restoration of Urban Water Environments in Asia” ASEAN Engineering Journal Part C, Vol. 4(1), pp. 126-143, 2015.

DOI: 10.11113/aej.v4.15440

13. S. Thay, S. Kitakata, T. Pipatpongsa, A. Takahashi. 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), Japan Society of Civil Engineers, Vol. 68(2), pp. I21-I32, 2012.

DOI: 10.2208/jscejam.68.I_21

14. D. Apriadi, H. Yunita, S. Likitlersuang, T. Pipatpongsa, Development of pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model for better prediction of earthquakes ground response analysis, Jurnal Teknik Sipil ITB 18 (3), pp. 227-238, 2011
15. T. Pipatpongsa, S. Heng. Granular arch shapes in storage silo determined by quasi-static analysis under uniform vertical pressure, Journal of Solid Mechanics and Materials Engineering, Japan Society of Mechanical Engineers, Vol. 4(8), pp. 1237-1248, 2010.

DOI: 10.1299/jmmp.4.1237

16. S. Heng, T. Pipatpongsa. 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, Japan Society of Mechanical Engineers, Vol. 4(8), pp. 1261-1272, 2010.

DOI: 10.1299/jmmp.4.1261

17. T. Pipatpongsa, S. Siriteerakul. Analytic solutions for stresses in conical sand heaps piled up with perfect memory, Journal of Applied Mechanics JSCE, Vol. 13, pp. 343-354, 2010.

http://library.jsce.or.jp/jsce/open/00561/2010/13-0343.pdf

18. 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, 土木学会応用力学論文集, Vol. 12, pp. 421-428, 2009 (Study of the stratigraphic architecture resistant for salt damage and the method to purify salty ground, Journal of Applied Mechanics JSCE).

http://library.jsce.or.jp/jsce/open/00561/2009/12-0421.pdf

19. T. Pipatpongsa, S. Heng, A. Iizuka, H. Ohta. Rationale for coefficient of earth pressure at rest derived from prismatic sand heap, Journal of Applied Mechanics JSCE, Vol. 12, pp. 383-394, 2009.

http://library.jsce.or.jp/jsce/open/00561/2009/12-0383.pdf

20. D. Apriadi, S. Likitlersuang, T. Pipatpongsa, H. Ohta. 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 Engineering, No. 2:3, pp. 187-201, 2009.

DOI: 10.1080/19373260902985570

21. 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, 土木学会応用力学論文集, Vol. 10, pp. 971-982, 2007 (Trial of Road Asset Management Supported by Soil/water Coupled Finite Element Analysis, Journal of Applied Mechanics JSCE).

DOI: 10.2208/journalam.10.971

22. 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」, 地盤工学会誌「土と基礎」，Vol.55(3), pp.22-24, 2007 (The Jigsaw strategy and survey of salt damage areas in the northeastern part of Thailand, Soil mechanics and foundation engineering, The Japanese Geotechnical Society)

http://ci.nii.ac.jp/naid/110006239357

23. 藤川 和彦, 飯塚 敦, 河井 克之, ピパットパンサー・ティラポン. 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, 土木学会応用力学論文集, Vol. 9, pp. 377-384, 2006 (The Mathematical Modeling of Unsaturated Soil-Water Coupled Problem Considering Mass Transfer and its FE formulation, Journal of Applied Mechanics JSCE).

DOI: 10.2208/journalam.9.377

24. T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta. fInIFEM formulation for analysis of soil constitutive model with a corner in the yield surface, Journal of Structural Engineering JSCE, Vol. 48A, pp. 185-194, 2002.

http://library.jsce.or.jp/jsce/open/00127/2002/48-A1-0185.pdf

25. T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta, Y. Suzuki. Nonlinear analysis for stress-strain-strength of clays using return-mapping algorithms, Journal of Applied Mechanics JSCE, Vol. 4, pp. 295-306, 2001.

DOI: 10.2208/journalam.4.295

 

International Conference (Refereed)

1. T. Pipatpongsa, Evaluation of liquefaction resistance in undrained cyclic triaxial tests by using energy-based method, Proceedings of the 8th Asia Conference on Earthquake Engineering (8ACEE), pp. 0505-0512, Taipei, Taiwan, 2022.
2. S. A and T. Pipatpongsa, Behavior of embankment affected by water content for compaction studied by dynamic centrifuge model tests, Proceedings of the 8th Asia Conference on Earthquake Engineering (8ACEE), pp. 0467-0474, Taipei, Taiwan, 2022.
3. Z. Lu and T. Pipatpongsa, Stability of loose fill embankment under seismic loads studied by physical model and discrete element method, Proceedings of the 8th Asia Conference on Earthquake Engineering (8ACEE), pp. 0475-0474, Taipei, Taiwan, 2022.
4. S. Tao and T. Pipatpongsa, Centrifugal model test on seismic retrofit of slope with bench against shallow sliding, Proceedings of the 8th Asia Conference on Earthquake Engineering (8ACEE), pp. 0451-0482, Taipei, Taiwan, 2022.
5. P. Wongchana and T. Pipatpongsa, Pseudo-static stability analysis of laterally confined cataclinal slope model, The 8th Asia Conference on Earthquake Engineering (8ACEE), (2e)-001-008, Taipei, Taiwan, 2022.
6. K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Failure of undercut slope due to groundwater seepage studied by physical models, Proceedings of the 10th Asian Rock Mechanics Symposium (ARMS10), ARMS10-P-0342, 2018.

EID: 2-s2.0-85064267625

7. C. Leelasukseree, P. Sangkhaphan, N. Chanwised and T. Pipatpongsa, Precipitation and inverse velocity responses of an undercut slope at Mae Moh Mine, Lampang, Thailand, Proceedings of the 10th Asian Rock Mechanics Symposium (ARMS10), ARMS10-P-0355, 2018.

EID: 2-s2.0-85064251782

8. K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Effect of shear pin arrangement in undercut slope model using pencil leads, The 6th Japan-Korea Geotechnical Engineering Workshop, Japanese Geotechnical Society Special Publication, 4(3), pp. 54-59, 2016.

DOI: 10.3208/jgssp.v04.j23

9. T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction, The 6th Japan-Korea Geotechnical Engineering Workshop, Japanese Geotechnical Society Special Publication, 4(4), pp.78-83, 2016.

DOI: 10.3208/jgssp.v04.j17

10. T. Pipatpongsa, M. H. Khosravi, J. Takemura, C. Leelasukseree and P. Doncommul, Modelling concepts of passive arch action in undercut slopes, Proceedings of the First Asia Pacific Slope Stability in Mining Conference, Brisbane, Australia, pp.507-520, 2016.

DOI: 10.36487/ACG_rep/1604_33_Pipatpongsa

11. T. Techawongsakorn and T. Pipatpongsa, Maximum width of undercut slope with planes of discontinuity studied by 1G physical models, The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Japanese Geotechnical Society Special Publication, Vol.2, No.26, pp.977-980, 2016.

DOI: 10.3208/jgssp.JPN-090

12. T. Takeyama, A. Ikeda, E. Nakayama, M. Taya, I. Kobayashi, T. Pipatpongsa and H. Ohta, Microscopic image of meta-stability of clays, International Symposium on Geomechanics from Micro to Macro (IS-Cambridge 2014), pp.727-732, 2014.

EID: 2-s2.0-84907341931

13. S. Touch, T. Pipatpongsa, J. Takemura and P. Pongpanlarp, Groundwater modeling of pressure effect on deep open-pit mining against floor heaving at the Mae Moh mine, Thailand, Proceedings of The 14th International Conference of International Association for Computer Methods and Advances in Geomechanics (14IACMAG), pp. 613-618, 2014.

EID: 2-s2.0-84907360097

14. T. Pipatpongsa, J. Nakamura, C. Borely and M.H. Khosravi, Numerical lower bound limit analyses of sand heap subjected to basal settlement with hysteretic reversals, Proceedings of The 14th International Conference of International Association for Computer Methods and Advances in Geomechanics (14IACMAG), pp. 513-518, 2014.

EID: 2-s2.0-84907325678

15. T. Takeyama and T. Pipatpongsa, Simulations of physical models of undercut slope lying on inclined bedding plane, Proceedings of The 14th International Conference of International Association for Computer Methods and Advances in Geomechanics (14IACMAG), pp. 1481-1486, 2014.

EID: 2-s2.0-84907324174

16. T. Pipatpongsa, M.H. Khosravi and J. Takemura, Physical model of a rigid retaining wall under translation mode and its variation of arch action in backfill material with interface friction, Proceedings of the the 8th International Conference on Physical Modelling in Geotechnics 2014 (ICPMG2014), Vol.2, pp. 923-929, 2014.

EID: 2-s2.0-84890069094

17. 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, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE18), Vol. 1, pp. 943-946, Sep. 2013.

EID: 2-s2.0-84971409293

18. S. Thay, T. Pipatpongsa, A. Takahashi, P. Doncommul. Direct shear strength of snail fossil deposited outside the preservation area in Mae Moh coal mine, Proceedings of the 7th Asian Rock Mechanics Symposium (ARMS2012), pp. 262-270, 2012.

EID: 2-s2.0-85056233353

19. T. Pipatpongsa, M.H. Khosravi, J. Takemura, D. Stathas, C. Leelasukseree. Cohesive arch action in laterally confined block of moist sand placing on an inclined bedding plane, The 7th Asian Rock Mechanics Symposium (ARMS2012), pp. 1378-1387, 2012.

EID: 2-s2.0-84971493733

20. C. Leelasukseree, T. Pipatpongsa, M. H. Khosravi, N. Mavong. Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane, Proceedings of the 7th Asian Rock Mechanics Symposium (ARMS2012), pp. 1295-1304, 2012.

EID: 2-s2.0-84892860102

21. S. Thay, S. Kitakata, T. Pipatpongsa, A. Takahashi. Physical model of surcharge loading to the intersecting ridge between two slopes, The 2nd International Conference on Transportation Geotechnics (IS-Hokkaido2012), Advances in Transportation Geotechnics II, pp. 749-754, 2012.

EID: 2-s2.0-84867445098

22. T. Pipatpongsa. Statically admissible stress fields in loose sand heaps under the closure of polarized principal axes, The 23rd International Congress of Theoretical and Applied Mechanics (ICTAM 2012), Abstract book, China Science Literature Publishing House, p. 246, 2012.
23. M. H. Khosravi, L. Tang, T. Pipatpongsa, J. Takemura, P. Doncommul. Physical model tests of an undercut slope on moist sand stabilized by counterweight balance, Proceedings of the International Conference on Advances in Geotechnical Engineering (ICAGE 2011), pp. 669-676, 2011.
24. T. Pipatpongsa, S. Heng, S. Likitlersuang, N. Mungpayabal, H. Ohta. Investigation of mechanical properties of clay seam in bedding shears of the Mae Moh open-pit mine of Thailand, Proceedings of the International Conference on Advances in Geotechnical Engineering (ICAGE 2011), pp. 209-214, 2011.
25. T. Pipatpongsa, S. Heng, A. Iizuka, H. Ohta. Static pressure distribution beneath granular wedges sloped at angle of repose, Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials (IS-Seoul 2011), Vol. 2, pp. 924-932, 2011.
26. S. Nomura, K. Kawai, S. Kanazawa, A. Iizuka, S. Ohno, T. Pipatpongsa, S. Tachibana, Study of stratification resistant to salt damage, Unsaturated Soils - Proceedings of the 5th International Conference on Unsaturated Soils, Vol. 2, pp. 1133-1139, 2011.

EID: 2-s2.0-84859950443

27. T. Pipatpongsa. Arch shapes and principal stress trajectories in planar heap of dry sand, Proceedings of the International Symposium on Geomechanics and Geotechnics: From Micro to Macro (IS-SHANGHAI 2010), Vol. 1, pp. 407-413, 2010.

EID: 2-s2.0-84859959204

28. T. Pipatpongsa. 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), AIP Conference Proceedings, Vol. 1233, pp. 471-476, 2010.

DOI: 10.1063/1.3452217

29. T. Pipatpongsa, S. Heng, H. Ohta, T. Takeyama. Analysis of groundwater influence and destabilized mechanisms of the Guinsaugon rockslide, Proceedings of the 17th Southeast Asian Geotechnical Conference, Taiwan Geotechnical Society, Vol. 1, pp. 307-310, 2010.
30. S. Heng, H. Ohta, T. Pipatpongsa, M. Takemoto, S. Yokota. Constant-volume direct box-shear test on clay-seam materials, Proceedings of the 17th Southeast Asian Geotechnical Conference, Taiwan Geotechnical Society, Vol. 1, pp. 83-87, 2010.
31. T. Pipatpongsa, M.H. Khosravi, H. Ohta. 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), Prediction and Simulation Methods for Geohazard Mitigation, pp. 179-184, 2009.

EID: 2-s2.0-85056029423

32. S. Kanazawa, K. Kawai, A. Iizuka, S. Ohno, S. Tachibana, T. Pipatpongsa, T. Takeyama. A finite element simulator for mechanical behavior of unsaturated earth structures exposed to evaporation and moisturization, Proceedings of the 4th Asia-Pacific Conference on Unsaturated Soils (UNSAT-ASIA2009), pp. 711-717, 2009.

EID: 2-s2.0-84875179721

33. S. Likitlersuang, D. Apriadi, T. Pipatpongsa, H. Ohta. 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, pp. 332-338, 2008.
34. S. Ohno, T. Takeyama, T. Pipatpongsa, A. Iizuka, H. Ohta. Analysis of embankment by nonlinear contractancy description, Proceedings of the 13th Asian Regional Conference of Soil Mechanics and Geotechnical Engineering, pp. 1097-1100, 2007.
35. H. Ohta, T. Pipatpongsa, T. Takeyama, S. Ohno, A. Iizuka. 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.
36. H. Ohta, T. Takeyama, T. Pipatpongsa, A. Iizuka, T. Mizuta, O. Shintaro. 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.
37. S. Tachibana, A. Iizuka, K. Kawai, I. Kobayashi, T. Pipatpongsa, H. Ohta. Inhomogeneous deformation developing in a clay specimen, Proceeding of the 16th Southeast Asian Geotechnical Conference, pp. 289-295, 2007.
38. T. Pipatpongsa, T. Takeyama, H. Ohta, A. Iizuka. Coefficient of earth pressure at-rest derived from the Sekiguchi-Ohta model, Proceeding of the 16th Southeast Asian Geotechnical Conference, pp. 325-331, 2007.
39. H. Ohta, T. Pipatpongsa, T. Omori. 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)”, Southeast Asian Geotechnical Society, pp. 141-150, 2005.
40. H. Ohta, T. Pipatpongsa, T. Omori. 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, Proceeding of 3rd International Conference on Geotechnical Engineering combined with 9th Yearly Meeting of the Indonesian Society for Geotechnical Engineering, pp. 204-208, 2005.
41. T. Pipatpongsa, H. Ohta, A. Iizuka, M. Hashimoto. Effects of some parameters on braced-excavation of soft clay by numerical studies, Proceedings of the International Symposium (IS-Yokohama 2000), pp. 351-356, 2000.

 

Domestic Conference (Reviewed)

1. P. Wongchana and T. Pipatpongsa, Evolution process of toe sliding failure of a dip slope model lying on bedding plane with toe support, National Conference on Computational Engineering and Science（OS06: 地盤力学における数値解析，第28回計算工学講演会），B-09-02, 2023.
2. S. Tao and T. Pipatpongsa, Characteristics of reduction factors for lateral confining pressure of a benched slope with sequential shaking in centrifuge model tests, National Conference on Computational Engineering and Science（OS06: 地盤力学における数値解析，第28回計算工学講演会）, B-09-01, 2023.
3. S. A and T. Pipatpongsa, Energy-based evaluation of seismic responses inside an embankment subjected to basal subsidence in centrifuge shaking table model tests, National Conference on Computational Engineering and Science（OS06: 地盤力学における数値解析，第28回計算工学講演会），B-08-01, 2023.
4. P. Wongchana and T. Pipatpongsa, Blast-induced stability analysis of laterally confined pit wall in Mae Moh mine, Proceedings of the Symposium on Rock Mechanics, pp. 319-323, 2023（第49回岩盤力学に関するシンポジウム講演論文集）
5. S. Tao and T. Pipatpongsa, Changes of earth pressure in dynamic centrifuge model of slopes subjected to ground motions, Proceedings of the Symposium on Rock Mechanics, pp. 313-318, 2023 （第49回岩盤力学に関するシンポジウム講演論文集）
6. Z. Lu, T. Pipatpongsa, Y. Higo, H. Nagatani, K. Kawano, N. Sugahara, 3D geostress measurement based on electric contact theory, 第15回岩の力学国内シンポジウム講演集, 岩の力学連合会, pp.539-542, 2021 (Proceedings of the 15th Japan Symposium on Rock Mechanics).
7. K. Aroonwattanaskul, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Comparison between two different centrifugal acceleration directions for undercut slope modelling, 第47回岩盤力学に関するシンポジウム, 土木学会，pp. 255-260, 2020 (Proceedings of the 47th Symposium on Rock Mechanics, JSCE).
8. 間宮基貴，白石啓太，ピパットポンサー・ティラポン，北岡貴文，大津宏康，3次元ジオストレス感知器における内部構造の検討, 第47回岩盤力学に関するシンポジウム, 土木学会，pp. 261-265, 2020 (Proceedings of the 47th Symposium on Rock Mechanics, JSCE).
9. 竹田智哉, 北岡貴文,ピパットポンサー ティラポン, 大津宏康, 機械学習を用いた深層把握における浅層地盤データの活用，地盤工学会関西支部, Kansai Geo-symposium 2020 地下水地盤環境・防災・計測技術に関するシンポジウム論文集, Vol. 8, pp. 90-95, 2020.
10. 土田翔蔵，村井佑次，ピパットポンサー ティラポン，宮﨑祐輔：非液状化軟弱地盤における盛土内部の液状化に及ぼすアーチ効果の影響に関する遠心模型実験，地盤工学会関西支部, Kansai Geo-symposium 2020 地下水地盤環境・防災・計測技術に関するシンポジウム論文集, Vol. 8, pp. 106-111, 2020.
11. 白石啓太，ピパットポンサー・ティラポン，肥後陽介，北岡貴文，大津宏康，感圧導電性粒子を用いた2次元主応力方向の測定原理の考察，第46回岩盤力学に関するシンポジウム講演集, pp.298-303, 2019 (Consideration of measurement principle in two-dimensional principal stress direction using pressure-sensitive conductive particles, Proceedings of the 46th Symposium on Rock Mechanics).
12. Z. Lu, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Static characteristics of admissible stress fields in loose sand heaps loaded by self-weight，第24回計算工学講演会, 日本計算工学会, E-02-03, 2019 (Proceedings of Computational Engineering Conference, The Japan Society for Computational Engineering and Science).
13. 南出奏，ピパットポンサー・ティラポン，北岡貴文，大津宏康，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，第45回岩盤力学に関するシンポジウム講演論文集, 土木学会，pp. 185-189，2018 (On the slope failure prediction using the inverse velocity of slope surface during excavations, Proceedings of the 45th Symposium on Rock Mechanics, JSCE).
14. 塚田靖崇，北岡貴文，大津宏康，ピパットポンサー・ティラポン，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，第45回岩盤力学に関するシンポジウム講演論文集，土木学会,　pp.137-142，2018 (An investigation on characteristics of moisture infiltration and retention in weathered granite residual soil by simplified field injection test, Proceedings of the 45th Symposium on Rock Mechanics, JSCE).
15. K. Fang, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Preliminary tests for evaluating suitability of materials used in centrifuge modeling of slopes, Proceedings of the 45th Symposium on Rock Mechanics, JSCE, pp. 149-154, 2018.
16. T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Stress redistribution in embankments induced by basal subsidence based on the isogeometric analysis using elastic model, 第23回計算工学講演会，日本計算工学会, G-10-03, 2018 (Proceedings of Computational Engineering Conference).
17. T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Numerical investigation of arch action in sand heap using elastic model based on isogeometric analysis method, 第21回応用力学シンポジウム講演概要集, 土木学会, pp.35-36, 2018 (Proceeding of the 21st Applied Mechanics Symposium, JSCE).
18. 権代知輝，ピパットポンサー・ティラポン，北岡貴文，大津宏康，沈下の影響を受けた盛土内の液状化に関する動的模型実験，第15回日本地震工学シンポジウム，pp.1954-1963, 2018 (Dynamic model tests on liquefaction in embankment subject to basal subsidence, The 15th Japan Earthquake Engineering Symposium).
19. 南出奏，方堃，ピパットポンサー・ティラポン，北岡貴文，大津宏康，斜面法尻に及ぼす抑止杭の配置の影響，第14回岩の力学国内シンポジウム講演集，岩の力学連合会，(Effective placement of shear pins for stabilizing undercut slopes, Proceedings of the 14th Japan Symposium on Rock Mechanics, Japan Society for Rock Mechanics)，Paper 018, 2017.
20. K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Physical modeling of undercut slope reinforced by shear pins, Proceedings of the 14th Japan Symposium on Rock Mechanics, Japan Society for Rock Mechanics, Paper 024, 2017.
21. T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress distribution in valley using elastic solution based on isogeometric analysis, Proceedings of the 14th Japan Symposium on Rock Mechanics, Japan Society for Rock Mechanics, Paper 019, 2017.
22. T. Pipatpongsa and H. Hirai, A simple model experiment of undercut slope using 10 Yen coins inclined along the bedding plane, 第17回応用力学シンポジウム，土木学会，pp.71-72, 2014 (Proceeding of the 17^th Applied Mechanics Symposium, JSCE).
23. R. Ouch, S. Kitakata, T. Pipatpongsa and B. Ukritchon, Effect of shear pin arrangement to the failure mechanisms of undercut slope, Faculty of Engineering, University of Ryukyus, Okinawa, Japan Society of Civil Engineers, 第17回応用力学シンポジウム，琉球大学工学部，土木学会，pp.39-40, 2014 (Proceeding of the 17^th Applied Mechanics Symposium, JSCE).
24. 竹山智英，ピパットポンサー・ティラポン，太田秀樹，滑らかな降伏曲面を持つ構成モデルのメタスタビリティー特性，第17回応用力学シンポジウム，琉球大学工学部，土木学会,  pp.41-42, 2014. (Proceeding of the 17^th Applied Mechanics Symposium, JSCE).
25. T. Pipatpongsa, H. Hirai. Simple model tests for an undercut slope using closed-packs of 10 Yen coins inclined along a bedding plane, The 4th Tokyo Tech-KU Joint Seminar on Infrastructure Development, pp. 139-144, Oct. 2013.
26. S. Touch, T. Pipatpongsa, J. Takemura, T. Takeda. Variation of leaf area index of rice investigated in paddy fields suffering from soil salinity in northeastern Thailand, Proceedings of the 18th National Convention on Civil Engineering (NCCE18), Engineering Institute of Thailand, Vol. 1, GTE, pp. 209-216, May. 2013.
27. S. Kitakata, T. Pipatpongsa, N. Mavong. Crushing pressure of Mae Moh snail fossils using oedometer and grain size distribution analyses, Proceedings of the 5th Thailand-Japan International Academic Conference 2012 (5th TJIA 2012), pp. 55-56, Oct. 2012.
28. M.H. Khosravi, T. Pipatpongsa, J. Takemura, P. Doncommul. Investigation on strength properties of lignite at the Mae-Moh open-pit mine, Proceedings of the 5th Thailand-Japan International Academic Conference 2012 (5th TJIA 2012), pp. 65-66, Oct. 2012.
29. T. Pipatpongsa, S. Thay, Thanachote Techawongsakorn, N. Mungpayabal. Basic consideration of using hollow plaster cylinders for indicating the axis of major principal stress in soft rock surface, Proceedings of the 5th Thailand-Japan International Academic Conference 2012 (5th TJIA 2012), pp. 49-50, Oct. 2012.
30. L. Tang, T. Pipatpongsa. Effect of angle of repose on meta-stability of antlion’s nests, Proceedings of the 5th Thailand-Japan International Academic Conference 2012 (5th TJIA 2012), pp. 57-58, Oct. 2012.
31. S. Touch, T. Pipatpongsa, T. Takeda. Soil salinity investigation in paddy fields of the northeastern region of Thailand, Proceedings of the 5th Thailand-Japan International Academic Conference 2012 (5th TJIA 2012), pp. 87-88, Oct. 2012.
32. S. Thay, T. Pipatpongsa. Comparison of self-similar elastic solutions between wedge and notch problems loaded by self weight, The 5th Thailand-Japan International Academic Conference 2012 (5th TJIA 2011), pp. 53-54, Oct. 2012.
33. T. Pipatpongsa, T. Matsushita, B. Vardhanabhuti. Taylor series solutions of stress profiles in mound of loose sand inclining at angle of repose, Proceeding of the 17th National Convention on Civil Engineering (NCCE17), Engineering Institute of Thailand, CD-ROM, GTE049, page 1-10, May. 2012.
34. R. Wangsa, J. Wongsiriworakul, N. Mungpayabal, T. Pipatpongsa, P. Wattanachai. Residual shear strength of Mae Moh clay seam measured by multiple reversal direct shear box test under constant load, Proceedings of the 17th National Convention on Civil Engineering (NCCE17), Engineering Institute of Thailand, CD-ROM, GTE012, page 1-10, May. 2012.
35. S. Thay, S. Kitakata, T. Pipatpongsa, S. Leungvichcharoen. Development of physical models for investigating stress distribution in loose sand stored in rectangular bin, Proceedings of the 17th National Convention on Civil Engineering (NCCE17), Engineering Institute of Thailand, CD-ROM, GTE021, page 1-12, May. 2012.
36. C. Leelasukseree, N. Mavong, M. H. Khosravi, T. Pipatpongsa. Physical and numerical models of undercut slope lying on steeply inclined bedding plane, Proceeding of the 17th National Convention on Civil Engineering (NCCE17), Engineering Institute of Thailand, CD-ROM, GTE045, page 1-12, May. 2012.
37. S. Thay, S. Kitakata, T. Pipatpongsa. Development of physical models for studying load transmission in loose sand ditch, Proceedings of the 4th Thailand-Japan International Academic Conference (4th TJIA 2011), pp. 53-54, Nov. 2011.
38. M.H. Khosravi, T. Pipatpongsa, J. Takemura, N. Mavong, P. Doncommul. Investigation on shear strength of shale at the Mae Moh open-pit mine, Proceedings of the 4th Thailand-Japan International Academic Conference (4th TJIA 2011), pp. 51-52, Nov. 2011.
39. T. Pipatpongsa, M.H. Khosravi, C. Leelasukseree, Narongsak Mavong, J. Takemura. Slope failures along oblique plane due to sequential removals of propping portion in physical model tests, The 15th National Convention on Civil Engineering (NCCE15), Engineering Institute of Thailand, GTE60, CD-ROM, May. 2010.
40. T. Pipatpongsa, S. Heng, P. Doncommul, N. Mungpayabal, P. Wattanachai. 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 (NCCE15), Engineering Institute of Thailand, GTE61, CD-ROM, May. 2010.
41. M. H. Khosravi, T. Pipatpongsa, S. Kanazawa, A. Iizuka. 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, pp. 161-164, Sep. 2009. 
42. T. Pipatpongsa, B. Vardhanabhuti. 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, Proceedings of the 14th National Convention on Civil Engineering (NCCE14), Engineering Institute of Thailand, Volume GTE, pp. 147-152, May. 2009.
43. T. Pipatpongsa, D. Apriadi, S. Likitlersuang. Consistent integration scheme for kinematic hardening multisurface hyperplasticity: One dimensional motivation, Proceedings of the 14th National Convention on Civil Engineering (NCCE14), Engineering Institute of Thailand, Volume GTE, pp. 89-96, May. 2009.
44. T. Pipatpongsa, T. Aoki, A. Ruangrassamee, V. Muangsin. New discipline of collaborative research crossing borders through supercomputing infrastructure, Proceedings of the 1st Thailand-Japan International Academic Conference (1^st TJIA 2008), pp. 93-94, Nov. 2008.
45. M.H. Khosravi, T. Pipatpongsa, H. Ohta. Interpretation of process of K_o-consolidation by randomized inhomogeneous strains, Proceedings of the 1st Thailand-Japan International Academic Conference (1^st TJIA 2008), pp. 153-154, Nov. 2008.
46. D. Apriadi, W. Sengara, P. Sumiartha, T. Pipatpongsa. Finite element simulation of natural soft clay deposit response due to earthquake, Proceedings of the 1st Thailand-Japan International Academic Conference (1^st TJIA 2008), pp. 61-62, Nov. 2008.
47. S. Heng, T. Pipatpongsa, H. Ohta. Stress analysis of granular media confined in long vertical column, Proceedings of the 1st Thailand-Japan International Academic Conference (1^st TJIA 2008), pp. 151-152, Nov. 2008.
48. T. Pipatpongsa, K. Hashimoto, N. Otsuki. Outlooks of Tokyo Tech educational field trip in Thailand, Proceedings of the 1st Thailand-Japan International Academic Conference (1^st TJIA 2008), pp. 177-178, Nov. 2008.
49. T. Pipatpongsa, T. Moriizumi, T. Kitahara, T. Shimura, H. Kunieda, A. Nishihara. Educational drive of Tokyo Tech toward human resources development in Thailand, Proceedings of the 1st Thailand-Japan International Academic Conference (1^st TJIA 2008), pp. 175-176, Nov. 2008.
50. T. Pipatpongsa, H. Sokbil, H. Ohta. Analysis of stresses in wedge-shaped granular mound, The 10th JSCE International Summer Symposium, The 10th JSCE International Summer Symposium, JSCE, pp. 483-484, Sep. 2008.
51. M.H. Khosravi, A. Majdi, T. Pipatpongsa, H. Ohta. A fracture mechanics approach for hydraulic fracturing in situ stress measurements, The 10th JSCE International Summer Symposium, JSCE, pp. 153-156, Sep. 2008.
52. D. Apriadi, T. Pipatpongsa, H. Ohta. Hyperplasticity modelling of normally consolidated clays in simple shear, The 10th JSCE International Summer Symposium, JSCE, pp. 101-104, Sep. 2008.
53. T. Pipatpongsa, H. Ohta. How can we describe strain changes due to isotropic consolidation by using the original cam clay model?, Proceedings of the 13th National Convention on Civil Engineering of Thailand, Volume GTE, pp. 96-101, May. 2008.
54. T. Pipatpongsa, H. Ohta. Return-mapping algorithm for Sekiguchi-Ohta model, Proceeding of the Second International Summer Symposium, Japanese Society of Civil Engineers, pp. 229-232, Aug. 2000.
55. T. Pipatpongsa, H. Ohta. Application of F.E.M. to excavation of soft clay, Proceeding of the First International Summer Symposium, Japanese Society of Civil Engineers, pp. 205-208, Aug. 1999.

 

International Conference (Not reviewed)

1. Z. Lu and T. Pipatpongsa, Stability of loose fill embankment under seismic loads simulated by discrete element method, Geotechnical Session G-1 (E4-04-04), KKHTCNN, Singapore, 2022.
2. S. Tao and T. Pipatpongsa, Dynamic centrifugal models on seismic retrofit of slope with bench against shallow sliding, Geotechnical Session G-2 (E4-04-04), KKHTCNN, Singapore, 2022.
3. S. A and T. Pipatpongsa, Effect of compaction water content on behavior of embankment studied by centrifuge model tests, Geotechnical Session G-3 (E4-04-04), KKHTCNN, Singapore, 2022.
4. M. Terao, T. Pipatpongsa, S. A, Z. Lu, Y. Higo, Influence of relative density on the repose angle of gravitating loose sand on an arbitrary plane, Proceedings of the 20th Global Joint Seminar on Geoenvironmental Engineering, pp. 114-119, 202.
5. K. Aroonwattanaskul, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Surface movements of an undercut slope studied by centrifuge model, Proceedings of the 21st International Summer Symposium, JSCE, pp.41-42, 2019.
6. T. Gondai, T. Pipatpongsa, T. Kitaoka and H.Ohtsu, Dynamic model tests on beam action and arch action in embankments subject to subsidence of foundation, The 32nd KKHTCNN Symposium on Civil Engineering, Daejeon, South Korea, 2019.
7. K. Aroonwattanaskul, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Behaviors of an undercut slope with a plane of discontinuity observed in centrifugal acceleration field, Proceedings of the 32nd KKHTCNN Symposium on Civil Engineering, Daejeon, South Korea, p.111, 2019.
8. T. Pipatpongsa, Centrifuge modeling of embankment constructed on soft ground subjected to seismic loading, The 8th Japan-Taiwan Joint Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls, DPRI, Kyoto, Japan, pp.41-42, 2018.
9. T. Nguyen, T. Pipatpongsa and H. Ohtsu, Seismic stability of sandy embankment subjected to the basal subsidence using dynamic centrifugal model, Proceedings of The 6th AUN/SEED-Net Regional Conference on Natural Disaster 2018, pp.25-31, Yogyakarta, Indonesia, 2018.
10. T. Pipatpongsa and K. Minamide, Applicability of inverse velocity approach for monitoring undercut slope based on physical models, Proceedings of Regional Conference in Civil Engineering (RCCE) 2018, pp.48-53, Yogyakarta, Indonesia 2018.
11. T. Nguyen and T. Pipatpongsa, Investigation of arch action in sand heaps using a fully plastic solution, Proceedings of Regional Conference in Civil Engineering (RCCE) 2018, Yogyakarta, Indonesia, pp.141-153, 2018.
12. K. Fang, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Measurement of surface velocity near the onset of failure in undercut slope model using image analysis, The 31st KKHTCNN Symposium on Civil Engineering, Kyoto, Japan, Paper KU-32, 2018.
13. K. Minamide, K. Fang, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Effective placement of shear pins for stabilizing undercut slopes, EIT-JSCE Joint International Symposium on International Human Resource Development for Disaster-Resilient Countries 2016, Innovative Engineering and Techniques for Mitigation of Geo-Hazards, Bangkok, Thailand, Paper no.7, 2016.
14. T. Pipatpongsa and M.H. Khosravi, Static stress field in a wedge behind a rough retaining wall in the active translation mode, EIT-JSCE Joint International Symposium on International Human Resource Development for Disaster-Resilient Countries 2016, Innovative Engineering and Techniques for Mitigation of Geo-Hazards, Bangkok, Thailand, Paper no.4, 2016.
15. T. Pipatpongsa, Development of physical models for undercut slopes, The 7th Taiwan-Japan Joint Workshop on Geotechnical Hazards from Large Earthquakes and Heavy Rainfall, National Pingtung University of Science and Technology, Pingtung, Taiwan, 2016.
16. T. Pipatpongsa, J. Nakamura and C. W. Lu, Investigation of initial stress changes in physical models of embankment caused by formation of arch, Proceedings of the 16th Conference on Current Researches in Geotechnical Engineering in Taiwan, Kaohsiung, Taiwan, paper no. H10, 2015.
17. T. Pipatpongsa, R. Ouch and B. Ukritchon, Consideration of failures in soil block with shear pins using floor slip resistance testing, EIT-JSCE Joint International Symposium on International Human Resource Development for Disaster-Resilient Countries 2015, Innovative Engineering and Techniques for Mitigation of Geo-Hazards, Bangkok, Thailand, pp.42-45, 2015.
18. T. Pipatpongsa and T. Matsushita, Static stress fields in loose sand heaps loaded by self weight, Proceedings of the 17th International Summer Symposium, JSCE, pp.49-50, 2015.
19. R. Ouch, M.H. Khosravi, T. Pipatpongsa, U. Boonchai, Floor slip resistance testing of soil block stabilized by rows of pencil lead, The 28th KKHTCNN Symposium on Civil Engineering. Bangkok, Thailand, CU-GTE-09, 2015.
20. Y. Miyata, T. Pipatpongsa and J. Takemura, Pressure redistributions in trapezoidal embankment due to basal movements, The 7th AUN/SEED-Net Geological Engineering Conference (AGEC) and The 2nd AUN/SEED-Net Natural Disaster Conference (ANDC), University of Yangon, Myanmar, No.93, 2014.
21. S. Touch, T. Pipatpongsa, J. Takemura and P. Pongpanlarp, Floor heaving analysis due to deep groundwater pressure in Mae Moh open pit mine of Thailand, The 7th AUN/SEED-Net Geological Engineering Conference (AGEC) and The 2nd AUN/SEED-Net Natural Disaster Conference (ANDC), University of Yangon, Myanmar, No.91, 2014.
22. T. Pipatpongsa, S. Kitakata, T. Techawongsakorn, Destabilization and onset of failure in undercut slope studied by physical models, The 7th AUN/SEED-Net Geological Engineering Conference (AGEC) and The 2nd AUN/SEED-Net Natural Disaster Conference (ANDC), University of Yangon, Myanmar, No.90, 2014.
23. R. Ouch, U. Boonchai, T. Pipatpongsa. Numerical studies of slip test of moist sand block sliding on Teflon sheet, The 6th ASEAN Civil Engineering Conference (ACEC) and the 6th ASEAN Environmental Engineering Conference (AEEC), CE7, pp. 1-10, Nov. 2013.
24. T. Pipatpongsa, J. Takemura, P. Pongpanlarp, P. Doncommul. Site visits to underground water treatment facilities of the Mae Moh mine in Thailand, The International Conference on the Preservation and Rehabilitation of Urban Water Environment for Asian Core Program of NRCT, JSPS, and ERDT, pp. 78-84, Nov. 2013.
25. S. Touch, P. Pongpanlarp, T. Pipatpongsa, J. Takemura. Underground water in open pit mining at the Mae Moh mine Thailand, The International Conference on the Preservation and Rehabilitation of Urban Water Environment for Asian Core Program of NRCT, JSPS, and ERDT, pp. 173-176, Nov. 2013.
26. S. Touch, C. Borely, T. Pipatpongsa, J. Takemura, T. Takeda. Exploring of field hyperspectral bands of rice canopy suffering from soil salinity in the northeastern Thailand, The 6th ASEAN Civil Engineering Conference (ACEC) and the 6th ASEAN Environmental Engineering Conference (AEEC), CE12, pp. 1-13, Nov. 2013.
27. M.H. Khosravi, J. Takemura, T. Pipatpongsa. Centrifugal modeling of undercut slopes subjected to pseudo-static loading, Proceedings of the 10th International Conference on Urban Earthquake Engineering, pp. 523-532, Mar. 2013.
28. S. Touch, T. Pipatpongsa, J. Takemura, T. Takeda. Variation of pH and Electricity Conductivity Investigated in Paddy Fields of Northeastern Thailand, Proceedings of the Tokyo Tech-KU Joint Seminar on Infrastructure Development,, pp. 180-184, Nov. 2012.
29. T. Pipatpongsa, J. Takemura, K. Ozawa, P. Pongpanlarp, P. Doncommul. Field Visits to Groundwater Treatment Facilities of the Mae Moh Mine in Thailand, Proceedings of the Tokyo Tech-KU Joint Seminar on Infrastructure Development, pp. 70-73, Nov. 2012.
30. S. Thay, T. Pipatpongsa, P. Doncommul. Site investigation and shear strength of Mae Moh snail fossils in Thailand, Conference Proceedings of the 7th Asia-Oceania Top University League on Engineering Student Conference (AOTULE 2012), p.158, Nov. 2012.
31. S. Touch, S. Likitlersuang, T. Pipatpongsa. Phnom Penh subsoil cross-sections produced from 3D ground model, Conference Proceedings of the 7th Asia-Oceania Top University League on Engineering Student Conference (AOTULE 2012), p.157, Nov. 2012.
32. S. Thay, P. Pongpanlarp, T. Pipatpongsa, A. Takahashi, J. Takemura. Investigation of surface moisture of mae moh snail fossils near a pond collecting surface run-off in catchment area, Proceedings of the 5th ASEAN Civil Engineering Conference (ACEC), the 5th ASEAN Environmental Engineering Conference (AEEC) and the 3rd Seminar on Asian Water Environment (Asian Core Program of JSPS, NRCT and ERDT), CD-ROM ACORE-25, Oct. 2012.
33. M.H. Khosravi, T. Pipatpongsa, J. Takemura, Pseudo-static analysis of passive arch action in undercut slopes against earthquake, The 9th International Conference on Urban Earthquake Engineering (9CUEE) & 4th Asia Conference on Earthquake Engineering (4ACEE), Joint Conference Proceedings, Center of Urban Earthquake Engineering, pp. 665-672, Mar. 2012.
34. M.H. Khosravi, T. Pipatpongsa, J. Takemura, P. Doncommul. Alternative coal mining method with lesser energy and environmental load, The Asia-Oceania Top University League on Engineering, Dean's Meeting & Students' Academic Forum, Abstract proceedings, p.12, Oct. 2011.
35. S. Siriteerakul, T. Pipatpongsa. Analytic solutions for stresses in conical sand heaps with constant stress ratio hypothesis, Proceedings of the 12th International Summer Symposium, Japan Society of Civil Engineers, pp. 163-166, Sep. 2010.
36. S. Heng, T. Pipatpongsa, Noppadon Mungpayabal, H. Ohta. Basic parameters of clay seam in a bedding shear zone of the Mae Moh open-pit mine of Thailand, Proceedings of the 12th International Summer Symposium, Japan Society of Civil Engineers, pp. 175-178, Sep. 2010.
37. C. Leelasukseree, M.H. Khosravi, T. Pipatpongsa, N. Mavong. Investigation of load transfer mechanisms due to undercutting at toe of slope resting on sliding plane by using 3D elastic analyses, Proceedings of the 12th International Summer Symposium, Japan Society of Civil Engineers, pp. 195-198, Sep. 2010.
38. S. Thay, S. Likitlersuang, T. Pipatpongsa. Constant volume monotonic response of reconstituted sand under direct simple shear, Proceedings of the 12th International Summer Symposium, Japan Society of Civil Engineers, pp. 175-178, Sep. 2010.
39. M.H. Khosravi, O.J. Carlton, T. Pipatpongsa, J. Takemura, P. Doncommul. A preliminary study of moving-pit excavation for environmental load reduction in open-cast mining, The 3rd ASEAN Conference on Civil Engineering & 3rd ASEAN Conference on Environmental, Proceedings UP ICE Centennial Conference on Harmonizing Infrastructure with the Environment featuring the 3rd ASEAN Civil Engineering Conference and the 3rd ASEAN Environmental Engineering Conference, University of the Philippines Diliman, GEO_11, Nov. 2010.
40. S. Thay, T. Pipatpongsa, A. Takahashi, S. Likitlersuang. Chiang Mai sand response from constant volume and constant vertical load direct shear test, The 3rd ASEAN Conference on Civil Engineering & 3rd ASEAN Conference on Environmental, Proceedings UP ICE Centennial Conference on Harmonizing Infrastructure with the Environment featuring the 3rd ASEAN Civil Engineering Conference and the 3rd ASEAN Environmental Engineering Conference, University of the Philippines Diliman, GEO_7, Nov. 2010.
41. S. Likitlersuang, T. Pipatpongsa, N. Hemathulin, T. Chompoorat. Shear strength parameter of Mae Moh clay seam under simple shear condition, Proceedings of the 23rd KKCNN symposium on Civil Engineering, pp. 339-342, Nov. 2010.
42. D. Apriadi, S. Likitlersuang, T. Pipatpongsa, H. Yuanita. Pre-consolidation pressure dependence of mixed hardening multisurface hyperplasticity model, Proceeding of the 2nd ASEAN Civil Engineering Conference, pp. 288-297, Mar. 2010.
43. V. Muangsin, A. Ruangrassamee, T. Pipatpongsa. Development of a tsunami warning system for Thailand, International Workshop on “The Indian Ocean Tsunami: 5 years later”, the Social-Ecological Resilience Project under Research Institute for Humanity and Nature (RIHN), Mar. 2010.
44. T. Pipatpongsa, M.H. Khosravi, S. Heng. Granular arch shapes under criterion of silo effect, Asian Pacific Conference for Materials and Mechanics 2009, Proceedings of the APCMM2009, The Japan Society of Mechanical Engineers, JSME No.09-202, General sessions: a202, Nov. 2009.
45. T. Pipatpongsa, A. Ruangrassamee, V. Muangsin, T. Aoki. Development of tsunami database in Thailand through supercomputing research collaboration, The Proceedings of the 20th Annual Conference, the Japan Society for International Development,, pp. 168-171, Nov. 2009. 
46. T. Pipatpongsa, S. Heng, S. Kanazawa, A. Iizuka. Stress propagation in semi-infinite planar heap of granular medium possessing self-weight in loose condition, Asian Pacific Conference for Materials and Mechanics 2009, Proceedings of the APCMM2009, The Japan Society of Mechanical Engineers, JSME No.09-202, General sessions: a196, Nov. 2009.
47. T. Pipatpongsa, M.H. Khosravi, S. Kanazawa, S. Likitlersuang. Effect of the modified Cam-clay yield function's form on performance of the Backward-Euler stress update algorithm, Proceedings of the 22nd KKCNN symposium on Civil Engineering, pp. 509-514, Oct. 2009.
48. T. Pipatpongsa, S. Tachibana, B. Vardhanabhuti, S. Likitlersuang. Error in Nadai (1963) 's distribution of stress in gravitating loose earth inclined at the angle of repose, Proceedings of the 22nd KKCNN symposium on Civil Engineering, pp. 515-520, Oct. 2009.
49. D. Apriadi, S. Likitlersuang, T. Pipatpongsa. Non-linearity and recent stress history behaviour in overconsolidated clay predicted using multisurface plasticity, Proceedings of the 22nd KKCNN symposium on Civil Engineering, pp. 499-502, Oct. 2009.
50. T. Pipatpongsa, H. Sokbil, P. Wattanachai, S. Likitlersuang. Stress distribution in storage silo under uniform vertical pressure, Proceedings of the 22nd KKCNN symposium on Civil Engineering, pp. 535-540, Oct. 2009.
51. T. Pipatpongsa, S. Heng. Modeling of self-weight transmission in prismatic granular heaps using continuum mechanics approach, Proceedings of the 4th Asian Particle Technology Symposium, CD-ROM: APT2009/154, Sep. 2009.
52. T. Pipatpongsa, S. Heng, H. Ohta. Statics of granular media in wedge-shaped heap, The 6th Regional Symposium on Infrastructure Development, GEO-7, Jan. 2009.
53. T. Pipatpongsa, S. Tachibana, H. Ohta. Statics of granular media in wedge-shaped mound, Geo-Chiangmai, CI-Premier, pp. 269-274, Dec. 2008.
54. D. Apriadi, S. Likitlersuang, T. Pipatpongsa, H. Ohta. Numerical implementation of hyperplasticity nonlinear kinematic hardening modified Cam clay model, The 21st KKCNN Symposium on Civil Engineering, pp. 436-439, Oct. 2008.
55. T. Shimura, T. Pipatpongsa. 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 anniversary of Japan-Thailand diplomatic relations, The 10th International Conference on Thai Studies, "Sciece and Society" Panel of the 10th International Conference on Thai Studies, pp. CD-ROM, Jan. 2008.
56. T. Pipatpongsa, T. Takeyama, H. Ohta. Accuracy assessment of implicit integration for Mohr-Coulomb yield criterion, JSPS International Symposium on Environmental Engineering and the Regional Symposium on Infrastructure Development in Civil Engineering (SIDE 2006), CD-ROM, Dec. 2006.
57. T. Pipatpongsa. Taiwan`s key elements of success, 1st Thai-Japanese Student Exchange Meeting (TJSE2006), Thai Student’s Association in Japan, Vol. 1, pp. 47, Nov. 2006.
58. H. Ohta, T. Pipatpongsa, T. Omori. Traditional education about tsunami hazard in Japan, International Symposium on Tsunami Reconstruction with Geosynthetics – Protection, Mitigation and Rehabilitation of Coastal and Waterway Erosion Control, Asian Center for Soil Improvement and Geosynthetics, pp. 43-50, Dec. 2005.
59. T. Pipatpongsa, S. Tachibana. Corner mode in the Sekiguchi-Ohta model, Research Group 3, 2005 Workshop and Meeting on Safety & Stability of Infrastructures Against Environmental Impacts, JSPS Core University Program on Environmental Engineering, pp. 147-159, Dec. 2005.
60. M.A.H. Zarco, T. Pipatpongsa, H. Ohta. An improved implicit integration algorithm for the Sekiguchi-Ohta constitutive equation, The 3rd Japan-Philippine workshop on Safety & Stability of Infrastructures Against Environmental Impacts, Mar. 2002.
61. M.A.H. Zarco, T. Pipatpongsa, H. Ohta. Sekiguchi-Ohta plasticity: Implicit integration of constitutive equations using a nonlinear elastic stress predictor, The 3rd Japan-Philippine Workshop on Safety and Stability of Infrastructure against Environmental Impacts, Mar. 2002.

 

Domestic Conference (Not reviewed)

1. P. Wongchana, T. Pipatpongsa, and C. Leelasukseree, Centrifuge modelling of seepage-induced instability in a thrust-loaded dip slope（スラスト荷重を受けた傾斜斜面における浸透誘起不安定性の遠心力模型実験，第58回地盤工学研究発表会），Proceedings of the 58th Japan National Conference on Geotechnical Engineering, No. 13-8-1-03, 2023.
2. S. Tao, T. Pipatpongsa, and F. Zhu, Assessing stability of a benched slope in centrifugal model tests based on weight reduction method（重量軽減法に基づく遠心模型実験におけるベンチカット斜面の安定性評価，第58回地盤工学研究発表会），Proceedings of the 58th Japan National Conference on Geotechnical Engineering，No. 13-8-1-02, 2023.
3. S. A, T. Pipatpongsa, and Y. Miyazaki, Characterization of arch action in dynamic centrifuge model tests of an embankment under basal settlement（底面沈下を受けた盛土の動的遠心模型実験におけるアーチ作用の特性評価，第58回地盤工学研究発表会），Proceedings of the 58th Japan National Conference on Geotechnical Engineering，No. 11-2-2-05, 2023.
4. 陸紫瑞，筒井爽人，ピパットポンサー・ティラポン，肥後陽介，永谷英基，川野健一接触圧，劉偉晨，接触圧力を受ける導電性材料を用いた一軸圧縮試験による応力状態の測定方法の検証，第58回地盤工学研究発表会　(Verification of stress state measurement method through uniaxial compression test using conductive materials subjected to contact pressure, Proceedings of the 58th Japan National Conference on Geotechnical Engineering)， No. 11-4-1-05, 2023.
5. 陸紫瑞，筒井爽人，ピパットポンサー・ティラポン，肥後陽介，永谷英基，川野健一，劉偉晨，接触圧力を受ける導電性材料を用いた割裂引張試験による応力状態の測定方法の検証 第78回年次学術講演会，(Verification of stress state measurement method through splitting tensile test using conductive materials subjected to contact pressure, )，広島大学（JSCE Annual Meeting 2023），No. CS9-19, 2023.
6. S. A and T. Pipatpongsa, Energy-based characterization of an embankment centrifugal model with respect to compaction water contents, DPRI Annual Meeting 2022, D102, 2023.
7. P. Wongchana and T. Pipatpongsa, A statistical approach for detection of the formation of slip planes in a dip slope using particle image velocimetry, DPRI Annual Meeting 2022, D103, 2023.
8. S. Tao and T. Pipatpongsa, The height limit and earth pressure characteristics of benched slope in centrifugal model tests, DPRI Annual Meeting 2022, D102, 2023.
9. S. Tao, A. Matsumoto, T. Pipatpongsa, Evaluation of dynamic slope stability against shallow sliding by centrifugal model test（遠心模型実験による斜面の浅層すべりに対する動的安定性評価, Proceedings of the 57th Japan National Conference on Geotechnical Engineering), No. 22-11-2-01, 2022.
10. M. Terao, T. Pipatpongsa, S. A, S. Tao, Influence of relative density on the height of gravitating loose sand on an arbitrary plane（任意の平面上における重力で駆動する緩い砂の高さに対する相対密度の影響、第57回地盤工学研究発表会） Proceedings of the 57th Japan National Conference on Geotechnical Engineering), No. 20-4-2-07, 2022.
11. 筒井爽人，陸紫瑞，ピパットポンサー・ティラポン，肥後陽介，発泡スチロールブロックを用いた三主応力試験機の性能検討，第57回地盤工学研究発表会 (Performance examination of a three-dimensional stress testing device using a block of Styrofoam, Proceedings of the 57th Japan National Conference on Geotechnical Engineering), No. 21-10-3-06, 2022.
12. アスガ, 土田翔蔵, ピパットポンサー・ティラポン，肥後陽介,　地盤沈下を受けた盛土の動的遠心模型実験におけるせん断ひずみの評価，第57回地盤工学研究発表会 (Shear strain analyses of dynamic centrifuge model of embankment subjected to basal subsidence, in Proceedings of the 57th Japan National Conference on Geotechnical Engineering), No. 20-5-2-06, 2022.
13. Z. Lu, T. Pipatpongsa, Y. Higo, K. Kawano, H. Nagatani, Distribution of contact forces in a cylindrical geo-sensing prototype determined by DEM simulations (DEMシミュレーションによる円筒形ジオストレス感知器における接触力の分布解析) ，Proceedings of the 57th Japan National Conference on Geotechnical Engineering), No. 21-10-3-05, 2022.
14. P. Wongchana, P. Jitsangiam, T. Pipatpongsa, Laboratory investigation of creep characteristics and modelling of Mae Moh claystone（メーモ鉱山の泥岩に関する室内実験に基づくクリープ特性の評価およびモデル化） Proceedings of the 57th Japan National Conference on Geotechnical Engineering), 20-3-4-07, 2022.
15. S. A and T. Pipatpongsa, Energy-based characterization of an embankment centrifugal model with respect to compaction water contents, DPRI Annual Meeting 2022, D102, 2023/2/21-22
16. 上本貴央，土田翔蔵，ピパットポンサー・ティラポン，締固めの含水比の違いによる盛土の動的挙動に着目した実験的検討，第77回年次学術講演会 (Experimental study focusing on the dynamic behavior of embankments due to differences in compaction water content), JSCE Annual Meeting 2022), No. III-88, 2022.
17. Z. Lu, T. Pipatpongsa, Y. Higo, K. Kawano, H. Nagatani, Determination of contact areas in a cylindrical geo-sensing prototype using DEM simulations (DEMシミュレーションを用いた円筒形ジオストレス感知器における接触面積の評価) ，第77回年次学術講演会 (JSCE Annual Meeting 2022), No. CS2-33, 2022.
18. M. Terao, T. Pipatpongsa, S. A, P. Wonchana, Y. Higo, Influence of dropping height on the angle of repose of gravitating loose sand on an arbitrary plane, 2022年度土木学会関西支部年次学術講演会, p. III-4, 2022.
19. ピパットポンサー・ティラポン，間宮基貴，肥後陽介，永谷英基，川野健一，須賀原慶久，接触力学に基づく応力測定方法に向けた金属球集合体の分割方法，第76回年次学術講演会, CS9-64, 2021 (Partitioning technique of aggregated metal spheres for stress measurement method based on contact mechanics, JSCE Annual Meeting 2021).
20. Z. Lu, T. Pipatpongsa, Y. Higo, K. Kawano, N. Sugahara, Tomography analysis for stress measurement method based on electrical conductivity distribution, JSCE Annual Meeting, CS2-02, 2021（導電率分布に基づく応力測定方法に向けたトモグラフィー解析，第76回年次学術講演会）
21. 上本貴央，平川翔也，ピパットポンサー・ティラポン，宮﨑祐輔，山砂の繰返し三軸試験によるエネルギー法を用いた液状化抵抗の評価，第76回年次学術講演会, III-301 (Liquefaction resistance of local sandy soil evaluated by cyclic triaxial tests using the energy method, JSCE Annual Meeting 2021) .
22. 筒井爽人，陸紫瑞，ピパットポンサー・ティラポン，肥後陽介，川野健一，須賀原慶久，活性炭の電気抵抗と圧縮応力の特性に関する基礎的研究，第56回地盤工学研究発表会, 12-1-1-06 (Elementary study on the characteristics of electrical resistance and compressive stress of activated carbon, Proceedings of the 56th Japan National Conference on Geotechnical Engineering).
23. 吉田伊織，ピパットポンサー・ティラポン，宮﨑祐輔，斜面脚部付近でのすべり面形成による斜面破壊のメカニズム，令和２年度京都大学防災研究所研究発表講演会, P122, 2021 (Mechanisms of slope failure due to formation of slip lines adjacent to the slope toe, DPRI Annual Meeting 2021).
24. 平川翔也，ピパットポンサー・ティラポン，宮﨑祐輔，軟弱地盤上に築かれた河川堤防内の液状化抵抗の考察，令和２年度京都大学防災研究所研究発表講演会, D107, 2021 (Consideration of liquefaction resistance in physical models of levee constructed on soft ground, DPRI Annual Meeting 2021).
25. 村井佑次，ピパットポンサー・ティラポン，宮﨑祐輔，多方向応力測定による盛土内応力状態と地震時動的挙動，令和元年度京都大学防災研究所研究発表講演会, D109, 2021 (Stress states and seismic behaviors during earthquakes in an embankment observed by multi-directional stress measurements, DPRI Annual Meeting 2021).
26. 権代知輝，ピパットポンサー・ティラポン，北岡貴文，大津宏康，沈下形状に伴う盛土内アーチ作用に関する動的模型実験，令和元年度京都大学防災研究所研究発表講演会, D15, 2020 (Dynamic model tests on arch action inside embankments with different shapes of settlements, DPRI Annual Meeting 2021).
27. K. Aroonwattanaskul, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Effect of side frictions in a centrifuge model of slope sliding along a bedding plane, DPRI Annual Meeting 2020, D16, 2020.
28. ピパットポンサー・ティラポン，白石啓太，肥後陽介，川野健一，須賀原慶久，感圧導電性鋼球を用いた二次元主応力方向の測定原理の開発，第55回地盤工学研究発表会， 21-5-4-02, 2020 (Development of measurement principle in two-dimensional principal stress directions using pressure-sensitive conductive metal spheres, Proceedings of the 55th Japan National Conference on Geotechnical Engineering)
29. 土田翔蔵，権代知輝，ピパットポンサー・ティラポン，北岡貴文，大津宏康，軟弱地盤上の盛土内液状化に対し地下水面形状が与える影響に関する遠心模型実験，第55回地盤工学研究発表会，23-11-3-04, 2020（Dynamic model tests on the effects of groundwater table profiles on liquefaction inside an embankment resting on soft ground, Proceedings of the 55th Japan National Conference on Geotechnical Engineering）
30. Y. Nakagawa, K. Aroonwattanaskul, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Centrifugal model tests on fore-thrust formation near the toe of slope under surcharge load applied along the bedding plane, Proceedings of the 55th Japan National Conference on Geotechnical Engineering, 21-12-1-07, 2020（層理面に沿った載荷重下の斜面脚部付近におけるフォアスラスト形成に関する遠心模型実験，第55回地盤工学研究発表会）.
31. ピパットポンサー・ティラポン，権代知輝，村井佑次，北岡貴文，大津宏康，軟弱地盤上の盛土におけるアーチ作用と動的挙動に関する研究，令和2年度土木学会全国大会，CS10-55, 2020 (Arching effect and dynamic behavior of an embankment placing on soft grounds, JSCE Annual Meeting 2020).
32. Y. Murai, T. Gondai, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Experimental research in soil liquefaction inside an embankment resting on soft ground, JSCE Annual Meeting 2020, CS2-30, 2020（地震発生に伴う軟弱地盤上盛土内部の動的挙動解明を目的とした実験的研究，令和2年度土木学会全国大会）.
33. 間宮基貴，白石啓太，ピパットポンサー・ティラポン，肥後陽介，川野健一，須賀原慶久，ステンレス鋼球を用いた抵抗値変化の異方性による二次元載荷方向の推定方法，令和2年度土木学会全国大会，CS2-30, 2020 (Technique for estimating two-dimensional loading direction due to the anisotropy change in electrical resistance using stainless steel balls, JSCE Annual Meeting 2020)
34. Z. Lu, T. Pipatpongsa, Y. Higo, K. Kawano, N. Sugahara, Pyramid segmentation for load measurement based on electric contact theory, JSCE Annual Meeting 2020, CS2-11, 2020（電気接触理論に基づく荷重測定に向けたピラミッドセグメンテーション，令和2年度土木学会全国大会）
35. 竹田智哉, 北岡貴文,ピパットポンサー ティラポン, 大津宏康, 機械学習を用いた深層把握における浅層地盤データの活用，地盤工学会関西支部, 地下水地盤環境・防災・計測技術に関するシンポジウム論文集, Vol. 8, pp. 90-95, 2020 (Kansai Geo-symposium 2020)
36. 土田翔蔵，村井佑次，ピパットポンサー ティラポン，宮﨑祐輔：非液状化軟弱地盤における盛土内部の液状化に及ぼすアーチ効果の影響に関する遠心模型実験，地盤工学会関西支部，地下水地盤環境・防災・計測技術に関するシンポジウム論文集, Vol. 8, pp. 106-111, 2020 (Kansai Geo-symposium 2020)
37. Z. Lu, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Numerical stress analysis of an incipient failure unsymmetrical sand heap under active condition, 2019年度土木学会関西支部年次学術講演会，Ⅲ- 7, 2019.
38. 間宮基貴，白石啓太，ピパットポンサー・ティラポン，北岡貴文，大津宏康，3Dプリンターで製造したジオストレス感知器の試作開発，2019年度土木学会関西支部年次学術講演会，Ⅲ- 17, 2019.
39. K. Aroonwattanaskul, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Behaviors of an undercut slope with a plane of discontinuity studied by centrifuge model, 2019年度土木学会関西支部年次学術講演会，Ⅲ- 23, 2019.
40. 村井裕次，権代知輝，ピパットポンサー・ティラポン，北岡貴文，大津宏康，盛土底部における余震発生に伴う地盤の再液状化に関する実験的研究，2019年度土木学会関西支部年次学術講演会，Ⅲ- 27, 2019.
41. 権代知輝，ピパットポンサー・ティラポン，竹村次朗, 北岡貴文，大津宏康，地震履歴による軟弱地盤上の砂質盛土の液状化抵抗の変化関する遠心模型実験，第54回地盤工学研究発表会, pp.1683-1684, 2019.
42. Y. Murai, T. Gondai, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Experimental study in soil reliquefaction under embankment due to aftershocks，III-044, 2019（余震発生に伴う盛土底部の再液状化に関する実験的研究,　令和元年度全国大会第74回年次学術講演会）
43. K. Aroonwattanaskul and T. Pipatpongsa, Effect of side boundaries on an undercut slope studied by centrifuge models, 第40回西日本岩盤工学シンポジウム，pp.41-44, 2019 (Proceedings of the 40th West Japan Symposium on Rock Engineering).
44. T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Dynamic response of sandy embankment against seismic loading using centrifuge model, Proceedings of the 53rd Japan National Conference on Geotechnical Engineering, pp.1105-1106, 2018（地震荷重に対する砂質盛土の動的応答に関する動的模型実験，第53回地盤工学研究発表会発表講演集，地盤工学会）.
45. K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Effect of groundwater seepage in undercut slope centrifugal model, Proceedings of the 53rd Japan National Conference on Geotechnical Engineering, pp.2005-2006, 2018（斜面における地下水浸透に関する遠心模型実験，第53回地盤工学研究発表会発表講演集）.
46. 権代知輝，ピパットポンサー・ティラポン，北岡貴文，大津宏康，基礎地盤の沈下の影響を受けた盛土の液状化に関する動的模型実験，第53回地盤工学研究発表会発表講演集，pp.1107-1108, 2018 (Dynamic model tests on liquefaction in embankment affected by basal subsidence, Proceedings of the 53rd Japan National Conference on Geotechnical Engineering).
47. 白石啓太，ピパットポンサー・ティラポン，北岡貴文，大津宏康，ステンレス鋼球の電気抵抗と圧縮応力の特性に関する基礎的研究，第53回地盤工学研究発表会発表講演集，サンポートホール高松，地盤工学会，pp.77-78, 2018 (Fundamental study on characteristics of electrical resistance and compression stress in stainless steel balls, Proceedings of the 53rd Japan National Conference on Geotechnical Engineering).
48. 北岡貴文，前川竜兵，ピパットポンサー・ティラポン，大津宏康，土壌雨量指数に着目した間隙圧推定手法と各種降雨指標の比較検討，第53回地盤工学研究発表会発表講演集，サンポートホール高松，地盤工学会，pp.2027-2028, 2018 (Comparison study of pore pressure estimation method based on SWI and various rainfall indices, Proceedings of the 53rd Japan National Conference on Geotechnical Engineering).
49. W. Shang, K. Fang, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Effect of shape parameter on arch action of undercut slope based on 1G physical model test, The 39th West Japan Symposium on Rock Engineering, Nagasaki University, pp.40-46, 2018（第39回西日本岩盤工学シンポジウム論文集）.
50. K. Fang, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Physical modeling of undercut slope with failure prediction using inverse velocity approach, The 39th West Japan Symposium on Rock Engineering, Nagasaki University, pp.47-50, 2018/9/22-23（第39回西日本岩盤工学シンポジウム論文集）.
51. T. Nguyen, T. Gondai, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Effect of basal subsidence on liquefaction beneath a sandy embankment using centrifuge model, 地下水地盤環境・防災・計測技術に関するシンポジウム, pp.151-156, 2018 (Proceedings of the Kansai Geo-Symposium 2018).
52. K. Fang, T. Kanou, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Preliminary physical model of base slope failure along a bedding plane due to seepage, 地下水地盤環境・防災・計測技術に関するシンポジウム, pp.231-234, 2018 (Proceedings of the Kansai Geo-Symposium 2018).
53. 北岡貴文，太田慎吾，ジーマ・ソランプ，ピパットポンサー・ティラポン，大津宏康，バンコク首都圏における広域地下水流動および地下水水質分析に関する検討，第52回地盤工学研究発表会発表講演集，pp. 2143-2144, 2017 (A study on groundwater flow and groundwater quality in the Bangkok Metropolitan Region).
54. 南出奏，ピパットポンサー・ティラポン，北岡貴文，大津宏康，表面移動速度の逆数を用いた法尻掘削斜面における斜面崩壊予測手法の検討，第52回地盤工学研究発表会発表講演集，pp. 823-824, 2017 (An approach for using the inverse of surface velocity to predict collapse in undercut slopes).
55. 加納武司，堃方，ピパットポンサー・ティラポン，北岡貴文，大津宏康，傾斜面に沿った横抵抗を受けた土塊の滑り条件，第52回地盤工学研究発表会発表講演集，pp. 823-824, 2017 (Sliding condition of a soil mass along an inclined plane with lateral resistance)．
56. K. Fang, T. Kanou, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Physical models on base failure of slope subjected to surcharge loading, Proceedings of the 52nd Japan National Conference on Geotechnical Engineering, pp. 831-832, 2017.
57. T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress redistribution in embankment due to basal subsidence using centrifuge models, Proceedings of the 52nd Japan National Conference on Geotechnical Engineering, pp. 795-796, 2017.
58. T. Pham, T. Kitaoka, T. Pipatpongsa and H. Ohtsu, Groundwater resource in Mekong delta, status and problems, Proceedings of the 52nd Japan National Conference on Geotechnical Engineering, pp. 2149-2150, 2017.
59. T. Pipatpongsa, R. Sui, T. Nguyen, T. Kitaoka and H. Ohtsu, Deformation-induced passive arch action observed in model tests of a dry sand heap, Proceedings of the 51st Japan National Conference on Geotechnical Engineering, pp.759-760, 2016.
60. T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Elastic stress distribution in triangular embankments using isogeometric analysis, Proceedings of the 51st Japan National Conference on Geotechnical Engineering, pp.761-762, 2016.
61. 南出奏，ピパットポンサー・ティラポン，北岡貴文，大津宏康，模型実験による斜面法尻の掘削に伴う合理的な抑止杭の配置，第51回地盤工学研究発表会発表講演集， pp.2053-2054, 2016 (Reasonable arrangement of shear pins in undercut slope studied by physical models, Proceedings of the 51st Japan National Conference on Geotechnical Engineering).
62. Y. Miyata, T. Pipatpongsa, T. Techawongsakorn and J. Takemura, Arch action in embankments subjected to subsidence of foundation, Proceedings of the 50th Japan National Conference on Geotechnical Engineering, pp.1189-1190, 2015（基礎の沈下を受ける盛土内のアーチ効果，第50回地盤工学研究発表会発表講演集）
63. T. Techawongsakorn, T. Akihiro and T. Pipatpongsa, Effect of different alignment of faults to the slope stability, Proceedings of the 50th Japan National Conference on Geotechnical Engineering,, pp.815-816, 2015.
64. S. Touch, T. Pipatpongsa and J. Takemura, The relationship between electrical conductivity of soil and salinity in northeastern Thailand, Proceedings of the 50th Japan National Conference on Geotechnical Engineering, pp.815-816, 2015.
65. T. Techawongsakorn, R. Ouch, T. Pipatpongsa, Unsymmetrical failure mechanisms of undercut slope with planes of discontinuity, Proceedings of the 49th Japan National Conference on Geotechnical Engineering, pp.1865-1866, 2014.
66. S. Touch, T. Pipatpongsa, J. Takemura, T. Takeda, Exploring of field hyperspectral bands of grain reflectance of rice suffering from soil salinity in the northeastern Thailand, Proceedings of the 49th Japan National Conference on Geotechnical Engineering, pp.141-142, 2014.
67. T. Pipatpongsa, L. Tang, M.H. Khosravi, Active earth pressure distribution acting on rigid retaining walls undergoing horizontal translation, Proceedings of the 49th Japan National Conference on Geotechnical Engineering, pp.1247-1248, 2014.
68. S. Touch, T. Pipatpongsa, J. Takemura and P. Pongpanlarp, Analysis of floor heaving due to deep underground water in Mae Moh open pit mine of Thailand, The 63rd National Congress of Theoretical and Applied Mechanics, No. GS07-GS05-02-04, 2014.
69. 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，基礎の沈下を受ける台形盛土内のアーチ効果, 第63回理論応用力学講演会, No. GS01-02-04, 2014 (Arch action in trapezoidal embankments subjected to subsidence of foundation, The 63rd National Congress of Theoretical and Applied Mechanics).
70. S. Touch, T. Pipatpongsa, T. Takeda and J. Takemura, Relationships between leaf area index and reflectance of canopy and leaf of rice suffering from soil salinity in northeastern Thailand, Geo-Kanto2014, ENV 3-5, 201.
71. Y. Miyata, T. Pipatpongsa, J. Takemura and M.H. Khosravi, A model test of trapezoid embankments with basal settlement, Geo-Kanto2014, pp.115-118, 2014（基礎の沈下を受ける台形盛土の物理模型実験，第11回地盤工学会関東支部発表会）.
72. M.H. Khosravi, T. Pipatpongsa, J. Takemura. Interface shearing resistance properties between moist silica sand and surface of materials investigated by direct shear apparatus, 第10回地盤工学会関東支部発表会, 材料4-5, 2013.
73. S. Touch, C. Borely, T. Pipatpongsa, J. Takemura, T. Takeda. Exploring of field hyperspectral bands of rice leaves suffering from soil salinity in the northeastern Thailand, 第10回地盤工学会関東支部発表会, 環境2-6, 2013.
74. T. Techawongsakorn, T. Pipatpongsa, M.H. Khosravi, Cyril Borely. Failure mechanism of undercut slope with planes of discontinuity, The 5th Multidisciplinary International Student Workshop (MISW2013), p. 43, 2013.
75. C. Borely, T. Pipatpongsa. Passive limit of stresses in conical sand valley, The 5th Multidisciplinary International Student Workshop (MISW2013), p. 116, 2013.
76. S. Touch, T. Pipatpongsa, J. Takemura, T. Takeda. Assessment of the effects of soil salinity to rice crop in northeastern Thailand, 第48回地盤工学研究発表会, pp. 2215-2216, 2013.
77. T. Techawongsakorn, H. Hirai, M.H. Khosravi, T. Pipatpongsa. Slip mechanisms and interface shear strength between moist silica sand and acrylic plate, 第48回地盤工学研究発表会, pp. 895-896, 2013.
78. L. Tang, M.H. Khosravi, T. Pipatpongsa, J. Takemura. Nonlinear and hysteretic responses of pressure gauges in a sand chamber due to loading and unloading processes, 第48回地盤工学研究発表会, pp. 519-520, 2013.
79. S. Kitakata, W. Wu, S. Thay, T. Pipatpongsa, P. Boonpramuk. Particle crushing progression of snail fossils under compression observed by audible frequency measurement, 第48回地盤工学研究発表会, pp. 875-876, 2013.
80. T. Pipatpongsa, D. Apriadi, S. Likitlersuang. Numerical implementation of the modified Cam Clay model with non-linear stiffness at small-strain using multisufrace hyperplasticity framework,第62回理論応用力学講演会, OS21-19, 2013.
81. T. Pipatpongsa, T. Takeyama, Atsushi Iizuka, H. Ohta. Central pressure drop induced by passive arch action of materials prone to liquefaction underneath embankments due to basal settlement,第62回理論応用力学講演会, OS20-05, 2013.
82. W. Wu, S. Kitakata, T. Pipatpongsa. Observation of crushing of snail fossils under compression with audible frequency measurement, 第62回理論応用力学講演会, OS13-02, 2013.
83. H. Hirai, M.H. Khosravi, T. Pipatpongsa. Geometrical shape of arch formed by collapse of undercut slope, 第62回理論応用力学講演会, OS13-04 , 2013.
84. M.H. Khosravi, A. Majdi, J. Takemura, T. Pipatpongsa, A comparison of rotary and ODEX drilling methods in alluvial deposits of Kheirabad earth dam of Iran for grouting purposes, 第9回地盤工学会関東支部発表会, 構造4-10, 2012.
85. S. Thay, T. Pipatpongsa, P. Doncommul. Site investigation and shear strength of Mae Moh snail fossils in Thailand, The 4th Multidisciplinary International Student Workshop (MISW2012), p. 31, 012.
86. N. Guo, S. Thay, T. Pipatpongsa, A. Takahashi, Jidong Zhao. A physical model of pressure profile beneath a planar sand valley, The 4th Multidisciplinary International Student Workshop (MISW2012), p. 21, 2012.
87. L. Tang, T. Pipatpongsa. Consideration of stress distribution in an antlion's nest using advantage of angle of repose, The 4th Multidisciplinary International Student Workshop (MISW2012), p. 33, 2012.
88. S. Kitakata, T. Pipatpongsa, N. Mavong. Crushing sound analysis of snail fossils under compressive loading using audible frequency measurement, The 4th Multidisciplinary International Student Workshop (MISW2012), p. 34, 2012.
89. S. Touch, S. Likitlersuang, T. Pipatpongsa. Phnom Penh subsoil cross-sections produced from 3D ground model, The 4th Multidisciplinary International Student Workshop (MISW2012), p. 32, 2012.
90. 北方秀平, 松下忠己, ピパットポンサー・ティラポン, マヴォング・ナロンサック. 可聴周波数測定を用いた圧縮による貝類化石の破砕音分析, 第47回地盤工学研究発表会,  pp. 705-706, 2012.
91. T. Pipatpongsa, M.H. Khosravi, D. Stathas, J. Takemura. Effect evaluation of tensile strength to a critical width of undercut slope aligned with a bedding plane, 第47回地盤工学研究発表会, pp. 777-778, 2012.
92. T. Matsushita, T. Pipatpongsa, N. Mungpayabal, P. Wattanachai. Possible use of hollow plaster cylinders for indicating the axis of major principal stress in soft rock surface, 第47回地盤工学研究発表会, pp. 853-854, 2012.
93. L. Tang, S. Thay, T. Pipatpongsa, A. Iizuka. Weight transmission in conical sand pits stored in a rectangular bin, 第47回地盤工学研究発表会, pp. 636-364, 2012.
94. S. Touch, S. Likitlersuang, T. Pipatpongsa. Phnom Penh subsoil cross-sections produced from 3D ground model, 第47回地盤工学研究発表会, pp. 89-90, Jul. 2012.
95. S. Thay, R. Wangsa, T. Pipatpongsa, P. Doncommul, A. Takahashi. Shear strength of disturbed Mae Moh snail fossils measured by direct shear box test under constant load, 第47回地盤工学研究発表会, pp. 707-708, 2012.
96. S. Thay, T. Pipatpongsa, A. Takahashi. Principal stress trajectories in planar sand ditch under the closure of polarized principal axes, 第61回理論応用力学講演会講演論文集, GS01-02, 2012.
97. 唐 麟, タイ・ソクサン, ルアングビィッチャルアン・サシコン, ピパットポンサー・ティラポン. 蟻地獄の生息場所調査および巣穴の安息角測定, 第8回地盤工学会関東支部発表会, pp. 185-188, 2011.
98. S. Thay, T. Ishigaki, T. Pipatpongsa, A. Takahashi. Determination of crushability of Toyoura sand using direct simple shear tests under high compression, 第8回地盤工学会関東支部発表会, pp. 163-166, 2011.
99. M.H. Khosravi, T. Pipatpongsa, J. Takemura, P. Doncommu. Alternative coal mining method with lesser energy and environmental load, The 3rd Multidisciplinary International Student Workshop (MISW2011), p. 66, 2011.
100. S. Thay, T. Matsushita, T. Pipatpongsa. Snail fossils protection and energy development constraint in open-pit mine, The 3rd Multidisciplinary International Student Workshop (MISW2011), p. 78, 2011.
101. M.H. Khosravi, S. Kitakata, T. Pipatpongsa, J. Takemura. Experimental analysis of failure zone behind retaining walls under active translation mode, 第46回地盤工学研究発表会, pp. 1355-1356, 2011.
102. T. Pipatpongsa, T. Takeda, S. Fujikawa, M. Inoue. Investigation of soil salinization in the northeastern part of Thailand after the 2010 Thai big floods, 第46回地盤工学研究発表会, pp. 2141-2142, 2011.
103. S. Siriteerakul, T. Pipatpongsa, T. Takeyama. Analytic solutions for stresses in an inverted conical sand valley with principal axes polarized everywhere, 第46回地盤工学研究発表会, pp. 351-352, 2011.
104. S. Thay, M.H. Khosravi, T. Pipatpongsa, A. Takahashi. Weight transmission in planar sand ditch stored in a rectangular bin, 第46回地盤工学研究発表会講演集, pp. 351-352, 2011.
105. 松下忠己, 唐麟, ヘイン・ソクビル, ピパットポンサー・ティラポン. 長方形板上の堆積砂丘の自重による分布荷重伝達, 第46回地盤工学研究発表会, pp. 349-350, 2011.
106. T. Pipatpongsa, T. Soksan, S. Likitlersuang. Basic scheme of implicit stress update algorithm under hyperplasticity: Multiple spring models, 第16回計算工学講演会, E-5-5, 2011.
107. T. Pipatpongsa, T. Takeyama. Analytic solutions for stresses in loose planar sand valley with principal axes fixed everywhere, 第60回理論応用力学講演会, GS01-01, 2011.
108. M.H. Khosravi, T. Pipatpongsa. Stress update algorithm for the original Cam-clay model considering the form of yield function on its performance, 第60回理論応用力学講演会, OS02-15, 2011.
109. T. Pipatpongsa, Katsuyuki Kawai, A. Iizuka. Saline soil problems in the northeastern part of Thailand and development of a computing tool for inter-organization collaboration, 弟21回国際開発学会全国大会, pp. 227-228, 2010.
110. 太田 秀樹, 松岡永憲, ヘン・ソクビル, ピパットポンサー・ティラポン. 潜在的土石流発生源の地下水特性, 第7回地盤工学会関東支部発表会, 第7回地盤工学会関東支部発表会, pp. 368-371, 2010.
111. T. Pipatpongsa, T. Takeyama, T. Matsushita, S. Kanazawa. Derivation of Airy stress function for a planar sand heap under the closure of polarized principal axes, 第7回地盤工学会関東支部発表会, pp. 35-38, 2010.
112. T. Pipatpongsa, J. Takemura, P. Pongpanlarp and P. Doncommul. Field investigation of dumping areas in the Mae Moh open-pit lignite mine of Thailand, 第7回地盤工学会関東支部発表会, pp. 189-190, 2010.
113. S. Heng, T. Pipatpongsa, N. Mungpayabal, H. Ohta. Shear strength parameters of clay seam in the Mae Moh open-pit mine of Thailand, 第7回地盤工学会関東支部発表会, pp. 10-13, 2010.
114. S. Thay, T. Pipatpongsa, A. Takahashi, S. Likitlersuang. Chiang Mai sand behavior in constant volume direct shear test, 第7回地盤工学会関東支部発表会, pp. 195-198, 2010.
115. M.H. Khosravi, Y. Ishii, J. Takemura, T. Pipatpongsa. Centrifuge model test on compacted sand slopes undercut by in-flight excavator, 第7回地盤工学会関東支部発表会, pp. 136-139, 2010.
116. T. Pipatpongsa, C. Leelasukseree, M.H. Khosravi, N. Mavong. Arch action in granular media placing along an oblique plane across an undercut pit examined by computer simulations, 土木学会第65回年次学術講演会, pp. 783-784, 2010.
117. T. Pipatpongsa, T. Takeyama. Stress analysis of planar slopes inclined at the angle of repose with fixed principal axes, 第45回地盤工学研究発表会, pp. 305-306, 2010.
118. 平田昌史, ピパットポンサー・ティラポン, 飯塚敦, 太田秀樹. 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, pp. 231-232, 2010.
119. M.H. Khosravi, T. Pipatpongsa. Arching effect in retaining walls under translation mode with surcharge, 第45回地盤工学研究発表会, pp. 1279-1280, 2010.
120. T. Pipatpongsa, S. Siriteerakul. Numerical analysis of admissible stresses in conical sand heap deposited in loose condition, 第45回地盤工学研究発表会, pp. 307-308, 2010.
121. S. Thay, S. Likitlersuang, T. Pipatpongsa. Dynamic properties of Chiang Mai sand using the cyclic direct simple shear test, 第45回地盤工学研究発表会, pp. 327-328, 2010.
122. S. Heng, T. Pipatpongsa, Hideki Ohta. Stability assessment of rainfall-induced landslides slipped along clay seam, 第45回地盤工学研究発表会, pp. 1737-1738, 2010.
123. S. Heng, T. Pipatpongsa, S. Tachibana, B. Vardhanabhuti. Spatial distributions of safety factor against sliding in loose heap of sand, 第6回地盤工学会関東支部発表会, pp. 104-109, 2009.
124. M.H. Khosravi, T. Pipatpongsa, Cheowchan Leelasukseree, P. Wattanachai. Failure mechanisms in arched excavation of sloped earth using model test, 第6回地盤工学会関東支部発表会, pp. 241-246, 2009.
125. T. Pipatpongsa, M.H. Khosravi, P. Doncommul, N. Mavong. Excavation problems in Mae Moh lignite open-pit mine of Thailand, 第6回地盤工学会関東支部発表会, pp. 459-464, 2009.
126. T. Pipatpongsa, D. Apriadi, S. Likitlersuang, H. Ohta. Consistent integration for Iwan spring model under multisurface hyperplasticity framework, 第64回年次学術講演会, pp. 1281-1282, 2009. 
127. M.H. Khosravi, T. Pipatpongsa, A. Majdi, H. Ohta. Critical grouting pressure prediction in Iran Kheirabad rock mass based on fracture mechanics approach, 第44回地盤工学研究発表会, pp. 445-446, 2009.
128. T. Pipatpongsa, H.Ohta. Theoretical analyses of arch action and stress distribution due to bin effect in storage silo of granular media, 第44回地盤工学研究発表会, pp. 353-354, 2009.
129. S. Heng, T. Pipatpongsa, H.Ohta. Stress analyses of central pressure dip phenomenon underneath two-dimensional sand heaps, 第44回地盤工学研究発表会, pp. 351-352, 2009.
130. 野村瞬, 河井克之, 大野進太郎, ピパットポンサー・ティラポン, 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, 第44回地盤工学研究発表会, pp. 913-914, 2009.
131. T. Pipatpongsa, S. Heng, H. Ohta, A. Iizuka. Analyses of pressure distribution under 2D sand heap by considering arching effect, 第58回理論応用力学講演会, pp. 391-392, 2009.
132. 金澤伸一, ピパットポンサー・ティラポン, 竹山智英, 橘伸也, 飯塚敦. 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, pp. 350-355, 2008.
133. S. Heng, T. Pipatpongsa, H. Ohta. Jaky’s inconsistent assumptions on stress analyses in sand heap and storage silo, 第5回地盤工学会関東支部発表会, 地盤工学会, pp. 331-336, 2008.
134. T. Pipatpongsa, S. Heng, H. Ohta. Plasticity analysis of granular media reposed in wedge-shaped heap, 第5回地盤工学会関東支部発表会, pp. 319-324, 2008.
135. D. Apriadi, T. Pipatpongsa, H. Ohta. Artificial neural networks-based attenuation function for subduction zone earthquake, 第5回地盤工学会関東支部発表会, pp. 342-347, 2008.
136. M.H. Khosravi, A. Majdi, T. Pipatpongsa, H. Ohta. Critical pressure prediction in rock grouting by using the fracture mechanics principles, 第63回年次学術講演会, pp. 483-484, 2008.
137. S. Heng, T. Pipatpongsa, K. Ohkubo, S. Yokota, M. Takemoto, H. Ohta. Apparent c`-intercept induced by capillary action, 第43回地盤工学研究発表会, pp. 255-256, 2008.
138. 青木孝憲, 大野進太郎, 竹山智英, ピパットポンサー・ティラポン, 太田秀樹. 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, pp. 397-398, 2008.
139. 平田昌史, 竹山智英, ピパットポンサー・ティラポン, 飯塚敦, 太田秀樹. 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, pp. 289-290, 2008.
140. ピパットポンサー・ティラポン, 大野進太郎, 飯塚敦, 太田秀樹. 静止土圧係数の解析, 第43回地盤工学研究発表会, 地盤工学会, pp. 265-266, 2008.
141. T. Pipatpongsa, T. Takeyama, H. Ohta, A. Iizuka. Domain of metastability at the corner of the Sekiguchi-Ohta model, 第57回理論応用力学講演会, pp. 355-356, 2008.
142. T. Pipatpongsa, T. Shimura. Effect of Japanese technologies to Thai industries by students' viewpoints, Thai Student’s Association in Japan, the 2nd Thai-Japanese Student Exchange Meeting (TJSE2007), Vol. 2, pp. 71, 2007.
143. 太田秀樹, 飯塚敦, ピパットポンサー・ティラポン, 竹山智英. オリジナル･カムクレイと修正カムクレイの比較―故きを温ね，新しきを知る－, 第4回地盤工学会関東支部発表会, pp. 455-460, 2007.
144. S. Heng, T. Pipatpongsa, H. Ohta. Stability of soft clay slopes along Mekong river, 第42回地盤工学研究発表会, pp. 1923-1924, 2007. 
145. 大野進太郎, 竹山智英, 飯塚敦, ピパットポンサー・ティラポン, 太田秀樹. 関口・太田による弾粘塑性構成モデルにおける負荷判定の改良, 第42回地盤工学研究発表会, pp. 261-262, 2007.
146. 竹山智英, 大野進太郎, ピパットポンサー･ティラポン, 飯塚敦. 弾塑性構成モデルのMetastability特性とその定量化, 第42回地盤工学研究発表会, pp. 263-264, 2007.
147. T. Pipatpongsa, T. Takeyama, S. Ohno, A. Iizuka, H. Ohta. Substepping schemes for the numerical integration of the Sekiguchi-Ohta model, 第42回地盤工学研究発表会, pp. 265-266, 2007.
148. 杉田芙紗子, 飯塚敦, 河井克之, ピパットポンサー・ティラポン. 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, pp. 1-2, 2007. 
149. 太田秀樹, ピパットポンサー・ティラポン. 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, pp. 47-50, 2007.
150. 太田秀樹, 大野進太郎, 飯塚敦, ピパットポンサー・ティラポン, 竹山智英. 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K_o条件の理論式, 第3回地盤工学会関東支部研究発表会 , pp. 309-312, 2006.
151. 太田秀樹, 大野進太郎, 飯塚敦, ピパットポンサー・ティラポン, 竹山智英. 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，pp. 309-312, 2006.
152. 竹山智英, 太田秀樹, 飯塚敦, ピパットポンサー・ティラポン, 大野進太郎. 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, pp. 312-313, 2006.
153. 青木孝憲, 大野進太郎, 太田秀樹, 飯塚敦, ピパットポンサー・ティラポン. 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, pp. 319-320, 2006.
154. 飯塚敦, 竹山智英, 大野進太郎, ピパットポンサー・ティラポン, 太田秀樹. 関口・太田による弾・粘塑性モデルにおける応力緩和項へのマクローリン展開の適用, 第41回地盤工学研究発表会, pp. 315-316, 2006.
155. 大野進太郎, 青木孝憲, 飯塚敦, ピパットポンサー・ティラポン. 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, pp. 317-318, 2006.
156. 竹山智英, 大野進太郎, ピパットポンサー・ティラポン, 飯塚敦, 太田秀樹. 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, pp. 573-574, 2005.
157. 保広将尚, 竹山智英, ピパットポンサー・ティラポン, 太田秀樹. 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, pp. 407-408, 2005.
158. 大野進太郎, 飯塚敦, 太田秀樹, ピパットポンサー・ティラポン. 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, pp. 411-412, 2005.
159. 古村隆博, ピパットポンサー・ティラポン, 竹山智英, 太田秀樹. 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, pp. 409-410, 2005.
160. T. Pipatpongsa, A. Iizuka, I. Kobayashi, H. Ohta. Consistent tangential tensor in regard to rate-independent Sekiguchi-Ohta model, 第38回地盤工学研究発表会, pp. 1125-1126, 2003.
161. Y. Yuttapongtada, T. Pipatpongsa, A. Iizuka, H. Ohta. FEM for the Sekiguchi-Ohta model considering non-smooth yield surface, 第38回地盤工学研究発表会, pp. 285-286, 2003.
162. T. Pipatpongsa, Y. Yuttapongtada, A. Iizuka, I. Kobayashi, H. Ohta. 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,  pp. 351-352, 2002.
163. T. Pipatpongsa, K. Osakabe, A. Iizuka, I. Kobayashi, H. Ohta. Consistent tangential moduli for rate-independent Sekiguchi-Ohta model, 第37回地盤工学研究発表会, pp. 329-330, 2002.
164. T. Pipatpongsa, K. Osakabe, A. Iizuka, I. Kobayashi, H. Ohta. Stress update algorithm for rate-independent Sekiguchi-Ohta model, 第37回地盤工学研究発表会, pp. 331-332, 002.
165. T. Pipatpongsa, I. Kobayashi, H. Ohta, A. Iizuka. Implicit finite element implementation of an anisotropic soil model, 第51回理論応用力学講演会, pp. 211-212, 2002.
166. T. Pipatpongsa, I. Kobayashi, H. Ohta, A. Iizuka. The vertex singularity in the Sekiguchi-Ohta model, 第56回土木学会全国大会, CD III-B341, 2001.
167. T. Pipatpongsa, H. Ohta, I. Kobayashi, A. Iizuka. Integration algorithms for soil constitutive equations with a singular hardening vertex, The Third International Summer Symposium, pp. 201-204, 2001.
168. T. Pipatpongsa, H. Ohta, I. Kobayashi, A. Iizuka. 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, pp. 935-936, 2001.
169. T. Pipatpongsa, H. Ohta, I. Kobayashi, A. Iizuka. Dependence of K_o-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, pp. 937-938, 2001.
170. T. Pipatpongsa, H. Ohta, A. Iizuka, T. Yamakami, M. Hashimoto. Application of F.E.M. to excavation of soft clay, 第34回地盤工学研究発表会, pp. 1629-1630, 1999.

 

Book chapter/section

1. T. Pipatpongsa, K. Aroonwattanaskul, K. Fang, On the progression of slope failures using inverse velocity of surface movements in an undercut slope model. In: Tiwari B, Sassa K, Bobrowsky PT, Takara K, eds. Understanding and Reducing Landslide Disaster Risk: Volume 4 Testing, Modeling and Risk Assessment. Cham: Springer International Publishing; 2021:293-301.

DOI: 10.1007/978-3-030-60706-7_28

2. T. Pipatpongsa, H. Ohta. Threshold of friction stabilizes self-weight transmission in gravitating loose sand heaps, In: Geotechnical Predictions and Practice in Dealing with Geohazards, edited by J. Chu, S. P. R. Wardani and A. Iizuka, Springer Netherlands, pp. 199-213, 2013.

DOI: 10.1007/978-94-007-5675-5_13

3. T. Takeyama, T. Pipatpongsa, A. Iizuka and H. Ohta, Stress–strain relationship for the singular point on the yield surface of the elasto-plastic constitutive model and quantification of metastability, In: Geotechnical Predictions and Practice in Dealing with Geohazards, edited by J. Chu, S. P. R. Wardani and A. Iizuka, Springer Netherlands, pp. 229-239, 2013

DOI: 10.1007/978-94-007-5675-5_15

 

Other

1. ピパットポンサー・ティラポン, 森村浩明. タイ王国チェンマイ大学との共同研究活動, 東工大クロニクル, 東京工業大学広報センター, No. 491, p. 3, Oct. 2013.
2. ピパットポンサー・ティラポン, 江頭竜一. タイの企業および大学との産学連携活動, 東工大クロニクル, 東京工業大学広報センター, No. 487, p. 7, May. 2013.
3. ピパットポンサー・ティラポン. インドネシアの大学と企業との産学連携活動, 東工大クロニクル, 東京工業大学広報センター, No. 481, pp. 11-12, Nov. 2012.
4. 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, 神戸大学都市安全研究センター, No. 11, pp. 43－49, Mar. 2007.
5. S.G. Catane, H.B. Cabria, C.P. Tomarong Jr., R.M. Saturay Jr., M.A.H. Zarco, W.C. Pioquinto, (T. Pipatpongsa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, 土と基礎, Vol. 54, No. 5, pp. 33-34, May. 2006.
6. 大野進太郎, 竹山智英, 飯塚敦, ピパットポンサー・ティラポン, 太田秀樹. 地盤動態解析の基礎理論, 地震工学研究レポート, 21世紀COEプログラム「都市地震工学の発展と体系化」, Vol. 96, pp. 35-46, Nov. 2005.
7. T. Pipatpongsa. Taiwan's key elements of success, Thailand Trade and Economic Office (Taipei), pp. 1-222, Aug. 2005. (in Thai)
8. T. Pipatpongsa. Nanotechnology in Taiwan, Thailand's Semiconductor Electronics Journal, Vol. 278-279, pp. 230-238, 224-230, Aug. 2005. (in Thai)

Patent

1. Thirapong PIPATPONGSA, Yosuke HIGO, Keita SHIRAISHI, Kun FANG, Pressure sensor and pressure measuring device（圧力センサおよび圧力測定装置）, Japan Patent number: 7116991, 2022.