A unified plasticity model for large post-liquefaction shear deformation of sand R Wang, JM Zhang, G Wang Computers and Geotechnics 59, 54-66, 2014 | 199 | 2014 |
DEM study of fabric features governing undrained post-liquefaction shear deformation of sand R Wang, P Fu, JM Zhang, YF Dafalias Acta Geotechnica 11 (6), 1321-1337, 2016 | 115 | 2016 |
Finite element model for piles in liquefiable ground R Wang, P Fu, JM Zhang Computers and Geotechnics 72, 1-14, 2016 | 96 | 2016 |
Effect study of cracks on behavior of soil slope under rainfall conditions G Zhang, R Wang, J Qian, JM Zhang, J Qian Soils and Foundations, 2012 | 81 | 2012 |
Fabric evolution and dilatancy within anisotropic critical state theory guided and validated by DEM R Wang, YF Dafalias, P Fu, JM Zhang International Journal of Solids and Structures 188, 210-222, 2020 | 71 | 2020 |
An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand R Wang, W Cao, L Xue, JM Zhang Acta Geotechnica, 2021 | 69 | 2021 |
Numerical analysis of the seismic inertial and kinematic effects on pile bending moment in liquefiable soils R Wang, X Liu, JM Zhang Acta Geotechnica 12 (4), 773-791, 2017 | 67 | 2017 |
Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand. R Wang, P Fu, JM Zhang, YF Dafalias Soil Dynamics and Earthquake Engineering 125, 105720, 2019 | 66 | 2019 |
Evolution of Various Fabric Tensors for Granular Media toward the Critical State R Wang, P Fu, JM Zhang, YF Dafalias Journal of Engineering Mechanics 143 (10), 04017117, 2017 | 66 | 2017 |
Effects of layered liquefiable deposits on the seismic response of an underground structure R Chen, M Taiebat, R Wang, JM Zhang Soil Dynamics and Earthquake Engineering 113, 124-135, 2018 | 60 | 2018 |
Centrifuge modelling of clay slope with montmorillonite weak layer under rainfall conditions R Wang, G Zhang, JM Zhang Applied Clay Science 50 (3), 386-394, 2010 | 60 | 2010 |
Centrifuge shaking table tests on 4× 4 pile groups in liquefiable ground X Liu, R Wang, JM Zhang Acta Geotechnica 13 (6), 1405-1418, 2018 | 54 | 2018 |
Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation B He, JM Zhang, W Li, R Wang Soil Dynamics and Earthquake Engineering 137, 106288, 2020 | 40 | 2020 |
Centrifuge model test study of rainfall-induced deformation of cohesive soil slopes G Zhang, J QIAN, RUI WANG, JM ZHANG Soils and foundations 51 (2), 297-305, 2011 | 37 | 2011 |
Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil YX Zou, JM Zhang, R Wang Computers and Geotechnics 125, 103690, 2020 | 35 | 2020 |
Dependency of Dilatancy Ratio on Fabric Anisotropy in Granular Materials R Wang, W Cao, JM Zhang Journal of Engineering Mechanics 145 (10), 04019076, 2019 | 33 | 2019 |
Evaluation of various seismic response analysis methods for underground structures in saturated sand T Zhu, R Wang, JM Zhang Tunnelling and Underground Space Technology 110, 103803, 2021 | 31 | 2021 |
Seismic performance of block-type quay walls with liquefiable calcareous sand backfill H Liu, JM Zhang, X Zhang, R Wang Soil Dynamics and Earthquake Engineering 132, 106092, 2020 | 30 | 2020 |
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground T Zhu, J Hu, Z Zhang, JM Zhang, R Wang Journal of Geotechnical and Geoenvironmental Engineering 147 (8), 04021055, 2021 | 27 | 2021 |
LEAP-2017: Comparison of the Type-B numerical simulations with centrifuge test results MT Manzari, M El Ghoraiby, M Zeghal, BL Kutter, P Arduino, AR Barrero, ... Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading …, 2020 | 27 | 2020 |