Zhongxuan YANG

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Richard JardineImperial CollegePatvirtintas el. paštas imperial.ac.uk
Ning GuoZhejiang University, ChinaPatvirtintas el. paštas zju.edu.cn
Cristina de Hollanda Cavalcanti TsuhaUniversity of São PauloPatvirtintas el. paštas sc.usp.br
Jun Yang (J Yang)Professor of Civil Engineering, The University of Hong KongPatvirtintas el. paštas hku.hk
Liao DongZhejiang UniversityPatvirtintas el. paštas zju.edu.cn
Xiang Song LiHong Kong University of Science & TechnologyPatvirtintas el. paštas ust.hk
Siya Paul RimoyLecturer of Geomechanics, University of Dar es SalaamPatvirtintas el. paštas udsm.ac.tz
Qixin WuWuhan UniversityPatvirtintas el. paštas whu.edu.cn
Tingting XuPostdoctoral Fellow, Johns Hopkins UniversityPatvirtintas el. paštas jh.edu
Yida ZhangAssociate Professor, Civil Engineering, University of Colorado BoulderPatvirtintas el. paštas Colorado.edu
Stephen WilkinsonUniversity of Wollongong in DubaiPatvirtintas el. paštas uowdubai.ac.ae
Yanni ChenResearcher, Zhejiang UniversityPatvirtintas el. paštas zju.edu.cn
Chaofa ZhaoZhejiang University, ChinaPatvirtintas el. paštas zju.edu.cn
Daniel BarretoAssociate Professor of Geotechnical Engineering, Edinburgh Napier UniversityPatvirtintas el. paštas napier.ac.uk
Fiona ChowPatvirtintas el. paštas iprimus.com.au
Weiqiu ChenDepartment of Engineering Mechanics, Zhejiang UniversityPatvirtintas el. paštas zju.edu.cn
Zheng HuSun Yat-sen UniversityPatvirtintas el. paštas mail.sysu.edu.cn
Hongyi JiangUniversity of Western AustraliaPatvirtintas el. paštas uwa.edu.au
Wei WuUniversity of Natural Resources and Life Sciences, ViennaPatvirtintas el. paštas boku.ac.at
Dr. Chunshun ZhangSenior Lecturer, Monash UniversityPatvirtintas el. paštas monash.edu

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Zhongxuan YANG

Zhejiang University

Patvirtintas el. paštas zju.edu.cn - Pagrindinis puslapis

constitutive modelling geomechanics granular matter soil-structure interaction


Pavadinimas Rūšiuoti pagal šaltinius Rūšiuoti pagal metus Rūšiuoti pagal pavadinimą	Cituota Cituota	Metai
Quantifying and modelling fabric anisotropy of granular soils ZX Yang, XS Li, J Yang Géotechnique 58 (4), 237-248, 2008	351	2008
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	277	2010
Undrained anisotropy and rotational shear in granular soil ZX Yang, XS Li, J Yang Geotechnique 57 (4), 371-384, 2007	268	2007
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	168	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	160	2019
Stress–strain response of soft clay to traffic loading YQ Cai, L Guo, RJ Jardine, ZX Yang, J Wang Géotechnique, 446–451, 2017	133	2017
Measurement of stresses around closed-ended displacement piles in sand RJ Jardine, BT Zhu, P Foray, ZX Yang Géotechnique 63 (1), 1-17, 2013	133	2013
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	129	2018
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	126	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	122	2012
Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand K Pan, ZX Yang Acta Geotechnica, 1-15, 2018	121	2018
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	120	2017
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	120	2013
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	114	2012
Critical state for anisotropic granular materials: a discrete element perspective ZX Yang, Y Wu International Journal of Geomechanics, 04016054, 2017	110	2017
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	108	2002
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	103	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	98	2017
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	77	2020
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	74	2013

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