Articles with public access mandates - Zhongxuan YANGLearn more
Available somewhere: 109
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
Mandates: National Natural Science Foundation of China
Stress–strain response of soft clay to traffic loading
YQ Cai, L Guo, RJ Jardine, ZX Yang, J Wang
Géotechnique, 446–451, 2017
Mandates: National Natural Science Foundation of China
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
Mandates: National Natural Science Foundation of China
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
Mandates: National Natural Science Foundation of China
Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand
K Pan, ZX Yang
Acta Geotechnica, 1-15, 2018
Mandates: National Natural Science Foundation of China
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
Mandates: National Natural Science Foundation of China
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
Mandates: UK Engineering and Physical Sciences Research Council
Critical state for anisotropic granular materials: a discrete element perspective
ZX Yang, Y Wu
International Journal of Geomechanics, 04016054, 2017
Mandates: National Natural Science Foundation of China
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
Mandates: National Natural Science Foundation of China
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
Mandates: National Natural Science Foundation of China
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
Mandates: National Natural Science Foundation of China
Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM
Z Hu, Y Zhang, Z Yang
Journal of Geotechnical and Geoenvironmental Engineering 146 (5), 04020024, 2020
Mandates: National Natural Science Foundation of China
Drained instability in loose granular material
Q Dong, C Xu, Y Cai, H Juang, J Wang, Z Yang, C Gu
International Journal of Geomechanics 16 (2), 04015043, 2016
Mandates: National Natural Science Foundation of China
Stresses developed around displacement piles penetration in sand
ZX Yang, RJ Jardine, BT Zhu, S Rimoy
Journal of Geotechnical and Geoenvironmental Engineering 140 (3), 04013027, 2013
Mandates: UK Engineering and Physical Sciences Research Council
Unified modeling of the influence of consolidation conditions on monotonic soil response considering fabric evolution
ZX Yang, TT Xu, YN Chen
J Eng Mech 144 (8), 04018073, 2018
Mandates: National Natural Science Foundation of China
Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading
D Liao, ZX Yang
Acta Geotechnica 16 (7), 2003-2029, 2021
Mandates: National Natural Science Foundation of China
Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand
ZX Yang, YY Gao, RJ Jardine, WB Guo, D Wang
Journal of Geotechnical and Geoenvironmental Engineering 146 (6), 04020044, 2020
Mandates: National Natural Science Foundation of China, Royal Society UK
Micro-scale modeling of anisotropy effects on undrained behavior of granular soils
ZX Yang, J Yang, LZ Wang
Granular Matter 15 (5), 557-572, 2013
Mandates: Research Grants Council, Hong Kong
Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction
H Xiong, L Guo, Y Cai, Z Yang
European Journal of Environmental and Civil Engineering 20 (4), 431-454, 2016
Mandates: National Natural Science Foundation of China
Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands
S Rimoy, M Silva, R Jardine, ZX Yang, BT Zhu, CHC Tsuha
Géotechnique 65 (7), 576-589, 2015
Mandates: National Natural Science Foundation of China, UK Engineering and Physical …
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