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Thirapong Pipatpongsa
Thirapong Pipatpongsa
Department of Civil Engineering, National Yang Ming Chiao Tung University
Verified email at nycu.edu.tw - Homepage
Title
Cited by
Cited by
Year
Experimental analysis of earth pressure against rigid retaining walls under translation mode
MH Khosravi, T Pipatpongsa, J Takemura
Géotechnique 63 (12), 1020-1028, 2013
1322013
Theoretical analysis of earth pressure against rigid retaining walls under translation mode
MH Khosravi, T Pipatpongsa, J Takemura
Soils and Foundations 56 (4), 664-675, 2016
692016
3D geological modelling and geotechnical characteristics of Phnom Penh subsoils in Cambodia
S Touch, S Likitlersuang, T Pipatpongsa
Engineering geology 178, 58-69, 2014
502014
Performance of counterweight balance on stability of undercut slope evaluated by physical modeling
M Khosravi, L Tang, T Pipatpongsa, J Takemura, P Doncommul
International Journal of Geotechnical Engineering 6 (2), 193-205, 2012
452012
Arch action over an excavated pit on a stable scarp investigated by physical model tests
MH Khosravi, T Pipatpongsa, A Takahashi, J Takemura
Soils and foundations 51 (4), 723-735, 2011
452011
In-flight excavation of slopes with potential failure planes
MH Khosravi, J Takemura, T Pipatpongsa, M Amini
Journal of Geotechnical and Geoenvironmental Engineering 142 (5), 06016001, 2016
242016
Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand
T Pipatpongsa, MH Khosravi, J Takemura
Proceedings of the 18th International Conference on Soil Mechanics and …, 2013
232013
Monotonic and cyclic behavior of Chiang Mai sand under simple shear mode
S Thay, S Likitlersuang, T Pipatpongsa
Geotechnical and Geological Engineering 31, 67-82, 2013
222013
Investigation of stability and failure mechanism of undercut slopes by three-dimensional finite element analysis
B Ukritchon, R Ouch, T Pipatpongsa, MH Khosravi
KSCE Journal of Civil Engineering 22, 1730-1741, 2018
192018
Significance of saturated clays seams for the stability of rainfall-induced landslides
H Ohta, T Pipatpongsa, S Heng, S Yokota, M Takemoto
Bulletin of engineering geology and the environment 69, 71-87, 2010
172010
DEM analysis of backfilled walls subjected to active translation mode
MH Khosravi, F Hamedi Azad, M Bahaaddini, T Pipatpongsa
International Journal of Mining and Geo-Engineering 51 (2), 191-197, 2017
142017
Statics of loose triangular embankment under Nadai’s sand hill analogy
T Pipatpongsa, S Heng, A Iizuka, H Ohta
Journal of the Mechanics and Physics of Solids 58 (10), 1506-1523, 2010
142010
Excavation problems in Mae Moh lignite open-pit mine of Thailand
T Pipatpongsa, MH Khosravi, P Doncommul, N Mavong
Proceedings of Geo-Kanto2009 12, 459-464, 2009
142009
Analysis of embankment by nonlinear contractancy description
S Ohno, T Takeyama, T Pipatpongsa, A Iizuka, H Ohta
Proc. of the 13th Asian Regional Conference of Soil Mechanics and …, 2007
142007
Granular arch shapes in storage silo determined by quasi-static analysis under uniform vertical pressure
T Pipatpongsa, S Heng
Journal of Solid Mechanics and Materials Engineering 4 (8), 1237-1248, 2010
132010
Stresses and a failure mode from physical and numerical models of undercut slope lying on inclined bedding plane
C Leelasukseree, T Pipatpongsa, MH Khosravi, N Mavong
ISRM International Symposium-Asian Rock Mechanics Symposium, ISRM-ARMS7-2012-141, 2012
122012
Modelling concepts of passive arch action in undercut slopes
T Pipatpongsa, MH Khosravi, J Takemura, C Leelasukseree, ...
APSSIM 2016: Proceedings of the First Asia Pacific Slope Stability in Mining …, 2016
112016
Stress distribution in conical sand heaps at incipient failure under active and passive conditions
T Nguyen, T Pipatpongsa, T Kitaoka, H Ohtsu
International Journal of Solids and Structures 168, 1-12, 2019
102019
A numerical analysis on the performance of counterweight balance on the stability of undercut slopes
MH Khosravi, H Sarfaraz, M Esmailvandi, T Pipatpongsa
International Journal of Mining and Geo-Engineering 51 (1), 63-69, 2017
102017
Rationale for coefficient of earth pressure at rest derived from prismatic sand heap
T Pipatpongsa, S Heng, A Iizuka, H Ohta
102009
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