| 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 | 203 | 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 | 136 | 2016 |
| Finite element model for piles in liquefiable ground R Wang, P Fu, JM Zhang Computers and Geotechnics 72, 1-14, 2016 | 106 | 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 | 99 | 2012 |
| 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 | 84 | 2021 |
| 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 | 84 | 2020 |
| 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 | 77 | 2019 |
| 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 | 76 | 2018 |
| 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 | 75 | 2017 |
| 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 | 71 | 2017 |
| 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 | 68 | 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 | 60 | 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 | 47 | 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 | 44 | 2021 |
| 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 | 44 | 2011 |
| Influence of vertical ground motion on the seismic response of underground structures and underground-aboveground structure systems in liquefiable ground R Wang, T Zhu, JK Yu, JM Zhang Tunnelling and Underground Space Technology 122, 104351, 2022 | 41 | 2022 |
| 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 | 41 | 2021 |
| 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 | 41 | 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 | 41 | 2019 |
| 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 | 40 | 2020 |
Pengcheng FuFormerly Lawrence Livermore National Laboratoryכתובת אימייל מאומתת בדומיין llnl.gov