相关参考文献
注意:仅列出部分参考文献,下载原文获取全部文献信息。Study of anisotropic shear strength of granular materials using DEM simulation
Pengcheng Fu et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2011)
Experimental assessment of 3D particle-to-particle interaction within sheared sand using synchrotron microtomography
A. Hasan et al.
GEOTECHNIQUE (2010)
Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation
S. A. Hall et al.
GEOTECHNIQUE (2010)
Analysis of three-dimensional micro-mechanical strain formulations for granular materials: Evaluation of accuracy
O. Duran et al.
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2010)
Macro-micro relations in granular mechanics
X. Li et al.
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2009)
Quantifying and modelling fabric anisotropy of granular soils
Z. X. Yang et al.
GEOTECHNIQUE (2008)
Modified direct shear test for anisotropic strength of sand
Peijun Guo
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2008)
Analysis of microstructural strain tensors for granular assemblies
K Bagi
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2006)
Grain-scale processes governing shear band initiation and evolution in sands
AL Rechenmacher
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS (2006)
Strain localization in sand: an overview of the experimental results obtained in Grenoble using stereophotogrammetry
J Desrues et al.
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS (2004)
Sand plasticity model accounting for inherent fabric anisotrophy
YF Dafalias et al.
JOURNAL OF ENGINEERING MECHANICS (2004)
Tensorial form definitions of discrete-mechanical quantities for granular assemblies
M Satake
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2004)
Statics and kinematics of discrete Cosserat-type granular materials
NP Kruyt
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES (2003)
Change of scale in granular materials
B Cambou et al.
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS (2000)