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Zhongxuan YANG
Tytuł
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Quantifying and modelling fabric anisotropy of granular soils
ZX Yang, XS Li, J Yang
Géotechnique 58 (4), 237-248, 2008
3522008
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
2772010
Undrained anisotropy and rotational shear in granular soil
ZX Yang, XS Li, J Yang
Geotechnique 57 (4), 371-384, 2007
2682007
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
1702012
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
1602019
Measurement of stresses around closed-ended displacement piles in sand
RJ Jardine, BT Zhu, P Foray, ZX Yang
Géotechnique 63 (1), 1-17, 2013
1342013
Stress–strain response of soft clay to traffic loading
YQ Cai, L Guo, RJ Jardine, ZX Yang, J Wang
Géotechnique, 446–451, 2017
1332017
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
1292018
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
1262018
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
1232012
Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand
K Pan, ZX Yang
Acta Geotechnica, 1-15, 2018
1222018
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
1212017
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
1212013
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
1142012
Critical state for anisotropic granular materials: a discrete element perspective
ZX Yang, Y Wu
International Journal of Geomechanics, 04016054, 2017
1102017
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
1082002
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
1032018
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
982017
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
772020
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
742013
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