| Quantifying and modelling fabric anisotropy of granular soils ZX Yang, XS Li, J Yang Géotechnique 58 (4), 237-248, 2008 | 333 | 2008 |
| Undrained anisotropy and rotational shear in granular soil ZX Yang, XS Li, J Yang Geotechnique 57 (4), 371-384, 2007 | 268 | 2007 |
| Sand grain crushing and interface shearing during displacement pile installation in sand ZX Yang, RJ Jardine, BT Zhu, P Foray, CHC Tsuha Géotechnique 60 (6), 469-482, 2010 | 261 | 2010 |
| Behaviour of displacement piles in sand under cyclic axial loading CHC Tsuha, PY Foray, RJ Jardine, ZX Yang, M Silva, S Rimoy Soils and foundations 52 (3), 393-410, 2012 | 153 | 2012 |
| Suffusion-induced deformation and microstructural change of granular soils: a coupled CFD–DEM study Z Hu, Y Zhang, Z Yang Acta Geotechnica, 1-20, 2019 | 129 | 2019 |
| Measurement of stresses around closed-ended displacement piles in sand RJ Jardine, BT Zhu, P Foray, ZX Yang Géotechnique 63 (1), 1-17, 2013 | 127 | 2013 |
| Stress–strain response of soft clay to traffic loading YQ Cai, L Guo, RJ Jardine, ZX Yang, J Wang Géotechnique, 446–451, 2017 | 126 | 2017 |
| Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions L Guo, Y Cai, RJ Jardine, Z Yang, J Wang Canadian Geotechnical Journal 55 (1), 90-106, 2018 | 117 | 2018 |
| Undrained cyclic triaxial behavior of saturated clays under variable confining pressure C Gu, J Wang, Y Cai, Z Yang, Y Gao Soil Dynamics and Earthquake Engineering 40, 118-128, 2012 | 114 | 2012 |
| 刚性挡墙被动土压力模型试验研究 徐日庆， 陈页开， 杨仲轩， 龚晓南 岩土工程学报 24 (5), 569-575, 2002 | 112 | 2002 |
| Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect ZX Yang, K Pan Soil Dynamics and Earthquake Engineering 92, 68-78, 2017 | 110 | 2017 |
| On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis ZX Yang, J Yang, LZ Wang Granular Matter 14 (3), 433-447, 2012 | 110 | 2012 |
| Interpretation of stress measurements made around closed-ended displacement piles in sand RJ Jardine, BT Zhu, P Foray, ZX Yang Géotechnique 63 (8), 613, 2013 | 108 | 2013 |
| Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand K Pan, ZX Yang Acta Geotechnica, 1-15, 2018 | 103 | 2018 |
| Critical state for anisotropic granular materials: a discrete element perspective ZX Yang, Y Wu International Journal of Geomechanics, 04016054, 2017 | 101 | 2017 |
| The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies MD Jiang, ZX Yang, D Barreto, YH Xie Granular Matter 20 (4), 80, 2018 | 89 | 2018 |
| The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials YH Xie, ZX Yang, D Barreto, MD Jiang Granular Matter 19 (2), 1-13, 2017 | 85 | 2017 |
| Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay Y Wang, Y Gao, L Guo, Z Yang International Journal of Geomechanics 18 (1), 04017128, 2018 | 79 | 2018 |
| Development of discontinuous deformation analysis with displacement-dependent interface shear strength L Wang, H Jiang, Z Yang, Y Xu, X Zhu Computers and Geotechnics 47, 91-101, 2013 | 70 | 2013 |
| A hypoplastic model for granular soils incorporating anisotropic critical state theory Z Yang, D Liao, T Xu International Journal for Numerical and Analytical Methods in Geomechanics …, 2020 | 67 | 2020 |
Richard JardineImperial College在 imperial.ac.uk 的电子邮件经过验证
