| The role of rolling friction in granular packing Y Fukumoto, H Sakaguchi, A Murakami Granular Matter 15, 175-182, 2013 | 43 | 2013 |
| Ultimate bearing capacity of rigid footing under eccentric vertical load QN Pham, S Ohtsuka, K Isobe, Y Fukumoto, T Hoshina Soils and Foundations 59 (6), 1980-1991, 2019 | 36 | 2019 |
| The effects of block shape on the seismic behavior of dry-stone masonry retaining walls: A numerical investigation by discrete element modeling Y Fukumoto, J Yoshida, H Sakaguchi, A Murakami Soils and Foundations 54 (6), 1117-1126, 2014 | 35 | 2014 |
| Limit load space of rigid footing under eccentrically inclined load QN Pham, S Ohtsuka, K Isobe, Y Fukumoto Soils and Foundations 60 (4), 811-824, 2020 | 34 | 2020 |
| 2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions Y Fukumoto, H Yang, T Hosoyamada, S Ohtsuka Computers and Geotechnics 136, 104234, 2021 | 28 | 2021 |
| Group effect on ultimate lateral resistance of piles against uniform ground movement QN Pham, S Ohtsuka, K Isobe, Y Fukumoto Soils and Foundations 59 (1), 27-40, 2019 | 25 | 2019 |
| Effect of water contents and initial crack lengths on mechanical properties and failure modes of pre-cracked compacted clay under uniaxial compression T Shimbo, C Shinzo, U Uchii, R Itto, Y Fukumoto Engineering Geology 301, 106593, 2022 | 19 | 2022 |
| Limit load space of rigid strip footing on cohesive-frictional soil subjected to eccentrically inclined loads QN Pham, S Ohtsuka, K Isobe, Y Fukumoto Computers and Geotechnics 151, 104956, 2022 | 15 | 2022 |
| 地盤材料の破壊基準を表現するためのシンプルな個別要素モデル 福元豊， 阪口秀， 村上章 土木学会論文集 A2 (応用力学) 67 (1), 105-112, 2011 | 15 | 2011 |
| 3-D direct numerical model for failure of non-cohesive granular soils with upward seepage flow Y Fukumoto, S Ohtsuka Computational Particle Mechanics 5 (4), 443-454, 2018 | 14 | 2018 |
| Validation of LBM simulation of saturated seepage flow through 3D-printed homogeneous porous medium for fluid-particle coupled analysis T Kitao, Y Fukumoto, K Fujisawa, A Jewel, A Murakami Acta Geotechnica 16 (8), 2643-2656, 2021 | 9 | 2021 |
| Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level T Iqbal, S Ohtsuka, K Isobe, Y Fukumoto, K Kaneda Soils and Foundations 63 (3), 101325, 2023 | 8 | 2023 |
| 3-D coupled peridynamics and discrete element method for fracture and post-fracture behavior of soil-like materials Y Fukumoto, T Shimbo Computers and Geotechnics 158, 105372, 2023 | 7 | 2023 |
| Consideration on limit load space of footing on various soils under eccentric vertical load PN Quang, O Satoru, I Koichi, F Yutaka Challenges and Innovations in Geomechanics: Proceedings of the 16th …, 2021 | 5 | 2021 |
| Particle Based Multiphysics Simulation for Applications to Design of Soil Structures and Micromechanics of Granular Geomaterials Y Fukumoto Kyoto University, 2015 | 5 | 2015 |
| Identification of shear strength and seismic coefficient by back analyzing surficial slides in the 2004 Mid-Niigata prefecture earthquake S Bandara, S Ohtsuka, Y Fukumoto Landslides 15 (11), 2255-2266, 2018 | 4 | 2018 |
| 水・地盤連成解析手法による落差工周辺の河床構造物の安定性評価 楊宏選， 福元豊， 細山田得三， 大塚悟 土木学会論文集 B1 (水工学) 74 (5), I_655-I_660, 2018 | 4 | 2018 |
| Bearing capacity of footing resting on sand for eccentric vertical load PN Quang, O Satoru, I Koichi, F Yutaka Geotechnics for Sustainable Infrastructure Development, 1135-1142, 2020 | 3 | 2020 |
| 浸透流を含む河川の水理模型実験の相似性について 楊宏選， 福元豊， 細山田得三， 大塚悟 土木学会論文集 A2 (応用力学) 76 (2), I_411-I_422, 2020 | 3 | 2020 |
| 農業用水路トンネルの模型実験に対する個別要素法の適用性 柴田俊文， 田本敏之， 西村伸一， 珠玖隆行， 福元豊 農業農村工学会論文集 88 (1), I_105-I_116, 2020 | 3 | 2020 |
Pham Ngoc Quang. Ph.DThe University of Danang - University of Science and Technology, VietnamEmail yang diverifikasi di dut.udn.vn
