| A three-dimensional large-deformation random finite-element study of landslide runout considering spatially varying soil X Chen, D Li, X Tang, Y Liu Landslides 18 (9), 3149-3162, 2021 | 74 | 2021 |
| Random finite element analysis on uplift bearing capacity and failure mechanisms of square plate anchors in spatially variable clay XJ Chen, Y Fu, Y Liu Engineering Geology 304, 106677, 2022 | 35 | 2022 |
| Numerical investigation on pullout capacity of helical piles under combined loading in spatially random clay P Cheng, J Guo, K Yao, X Chen Marine Georesources & Geotechnology 41 (10), 1118-1131, 2023 | 33 | 2023 |
| Estimation of intact undrained shear strength of clay using full-flow penetrometers J Liu, X Chen, C Han, X Wang Computers and Geotechnics 115, 103161, 2019 | 19 | 2019 |
| Physical and numerical modeling of dynamic penetration of ship anchor in clay C Han, X Chen, J Liu Journal of Waterway, Port, Coastal, and Ocean Engineering 145 (1), 04018030, 2019 | 19 | 2019 |
| Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads Y Liu, X Chen, M Hu Canadian Geotechnical Journal 60 (4), 426-437, 2022 | 18 | 2022 |
| Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers X Chen, C Han, J Liu, Y Hu Computers and Geotechnics 138, 104331, 2021 | 16 | 2021 |
| 3D large-deformation modelling on face instability and sinkhole formation during tunnelling through non-uniform soils X Chen, Y Hu, L Zhang, Y Liu Tunnelling and Underground Space Technology 134, 105011, 2023 | 12 | 2023 |
| Large-deformation modelling of earthquake-triggered landslides considering non-uniform soils with a stratigraphic dip SP Ren, XJ Chen, ZL Ren, P Cheng, Y Liu Computers and Geotechnics 159, 105492, 2023 | 11 | 2023 |
| Large-Deformation Finite-Element Analysis of Square Foundations in Spatially Variable Sediments X Chen, P Cheng, Y Liu International Journal of Geomechanics 23 (8), 04023128, 2023 | 9 | 2023 |
| Model tests on penetration depth of hall anchor CC Han, XJ Chen, J Liu The Ocean Engineering 36 (5), 90-98, 2018 | 6 | 2018 |
| Influence of cutterhead opening ratio on soil arching effect and face stability during tunnelling through non-uniform soils XJ Chen, PP Fang, QN Chen, J Hu, K Yao, Y Liu Underground Space 17, 45-59, 2024 | 4 | 2024 |
| Estimation of the installation torque-capacity correlation of helical pile considering spatially variable clays P Cheng, F Liu, X Chen, Y Zhang, K Yao Canadian Geotechnical Journal, 2024 | 3 | 2024 |
| A large-deformation finite-element analysis of slope based on energy mutation criterion LIUY HU Miao, CHEN Xuejian Engineering Journal of Wuhan University 55 (11), 2022 | 2* | 2022 |
| 基于能量突变准则的边坡大变形有限元分析 胡淼， 陈学俭， 刘勇 武汉大学学报 (工学版) 55 (11), 1102-1111, 2022 | 1 | 2022 |
| Numerical simulation of deformation of strata and stacked tunnels under traffic loads of subway CX HU Yao, LI Mingshuai, GUO Fei, XU Yinggang, LEI Huayang, WU Xiao Chinese Journal of Geotechnical Engineering 45 (S2), 258-263, 2024 | | 2024 |
| Optimal Control of Operation Parameters During EPB Shield Tunnelling Based on Artificial Neural Network Model X Chen, Q Kang, Y Liu Proceedings of The 17th East Asian-Pacific Conference on Structural …, 2023 | | 2023 |
| Face stability and ground settlement induced by face failure during shield tunnelling considering soil spatial variability X Chen Wuhan University, 2023 | | 2023 |
| Interpretation of the strength characteristics of intact clay using full-flow penetrometers X Chen Dalian University of Technology, 2019 | | 2019 |
| 满流式贯入仪解析未扰动黏土强度特性方法 陈学俭 大连理工大学, 2019 | | 2019 |
Liu Y. (Chinese name 刘勇)Professor, Wuhan UniversityVerified email at whu.edu.cn
