Z. X. Yang

Best Publications

• Quantifying and modelling fabric anisotropy of granular soils

  Z. X. Yang;X. S. Li;J. Yang

  354
  Citations

• Sand grain crushing and interface shearing during displacement pile installation in sand

  Z.X. Yang;R.J. Jardine;B.T. Zhu;P. Foray

  284
  Citations

• Undrained anisotropy and rotational shear in granular soil

  Z. X. Yang;X. S. Li;J. Yang

  278
  Citations

• Behaviour of displacement piles in sand under cyclic axial loading

  Cristina de Hollanda Cavalcanti Tsuha;P. Y. Foray;R. J. Jardine;Z. X. Yang

  173
  Citations

• Stress–strain response of soft clay to traffic loading

  Y. Q. Cai;L. Guo;R. J. Jardine;Z. X. Yang

  147
  Citations

• Measurement of stresses around closed-ended displacement piles in sand

  R.J. Jardine;B.T. Zhu;P. Foray;Z.X. Yang

  137
  Citations

• On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis

  Z. X. Yang;J. Yang;L. Z. Wang

  131
  Citations

• Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions

  Lin Guo;Yuanqiang Cai;Yuanqiang Cai;Richard J. Jardine;Zhongxuan Yang

  125
  Citations

• Undrained cyclic triaxial behavior of saturated clays under variable confining pressure

  Chuan Gu;Jun Wang;Yuanqiang Cai;Yuanqiang Cai;Zhongxuan Yang

  123
  Citations

• Interpretation of stress measurements made around closed-ended displacement piles in sand

  R.J. Jardine;B.T. Zhu;P. Foray;Z.X. Yang

  120
  Citations

• Critical State for Anisotropic Granular Materials: A Discrete Element Perspective

  Unknown

  111
  Citations

• Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect

  Unknown

  111
  Citations

• Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand

  Unknown

  111
  Citations

• The influence of particle geometry and the intermediate stress ratio on the shear behavior of granular materials

  Unknown

  98
  Citations

• The influence of particle-size distribution on critical state behavior of spherical and non-spherical particle assemblies

  Unknown

  96
  Citations

• A hypoplastic model for granular soils incorporating anisotropic critical state theory

  Unknown

  86
  Citations

• Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading

  Unknown

  77
  Citations

• CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils

  Unknown

  67
  Citations

• Drained instability in loose granular material

  Quanyang Dong;Changjie Xu;Changjie Xu;Yuanqiang Cai;Yuanqiang Cai;Hsein Juang

  59
  Citations

• Micro-scale modeling of anisotropy effects on undrained behavior of granular soils

  Z. X. Yang;J. Yang;L. Z. Wang

  59
  Citations