Constitutive modeling of principal stress rotation by considering inherent and induced anisotropy of soils

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

(2017) Y. H. Xie et al.   GRANULAR MATTER

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

(2017) Y. H. Xie et al.   GRANULAR MATTER

Cyclic degradation and non-coaxiality of soft clay subjected to pure rotation of principal stress directions

(2017) Jian-Gu Qian et al.   Acta Geotechnica

Critical State for Anisotropic Granular Materials: A Discrete Element Perspective

(2017) Z. X. Yang et al.   International Journal of Geomechanics

Anisotropic UH model for soils based on a simple transformed stress method

(2016) Y. Yao et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Effects of principal stress rotation on the wave–seabed interactions

(2016) Zhe Wang et al.   Acta Geotechnica

Must critical state theory be revisited to include fabric effects?

(2016) Yannis F. Dafalias   Acta Geotechnica

Stress-induced anisotropy in granular materials: fabric, stiffness, and permeability

(2015) Matthew R. Kuhn et al.   Acta Geotechnica

Experimental investigation of shear strength of sands with inherent fabric anisotropy

(2014) Zhaoxia Tong et al.   Acta Geotechnica

Unique critical state characteristics in granular media considering fabric anisotropy

(2013) J. ZHAO et al.   GEOTECHNIQUE

A critical state sand plasticity model accounting for fabric evolution

(2013) Zhiwei Gao et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Transformed Stress Method for Generalizing Soil Constitutive Models

(2013) Yang-Ping Yao et al.   JOURNAL OF ENGINEERING MECHANICS

The signature of shear-induced anisotropy in granular media

(2012) Ning Guo et al.   COMPUTERS AND GEOTECHNICS

A kinematic hardening soil model considering the principal stress rotation

(2012) Yunming Yang et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Noncoaxial Behavior of Sand under Various Stress Paths

(2012) Y. Cai et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Constitutive analysis of the mechanical anisotropy of Opalinus Clay

(2012) Simon Salager et al.   Acta Geotechnica

Anisotropic Critical State Theory: Role of Fabric

(2011) Xiang Song Li et al.   JOURNAL OF ENGINEERING MECHANICS

Numerical investigation of granular material behaviour under rotational shear

(2010) X. LI et al.   GEOTECHNIQUE

Drained Deformation Behavior of Anisotropic Sands during Cyclic Rotation of Principal Stress Axes

(2010) Zhao-Xia Tong et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Performance of a large-scale slope model subjected to rising and lowering water levels

(2009) G.W. Jia et al.   ENGINEERING GEOLOGY

UH model: three-dimensional unified hardening model for overconsolidated clays

(2009) Y.-P. Yao et al.   GEOTECHNIQUE

Micro-Macro Quantification of the Internal Structure of Granular Materials

(2009) Xia Li et al.   JOURNAL OF ENGINEERING MECHANICS

Micromechanical Modeling for Inherent Anisotropy in Granular Materials

(2009) Ching S. Chang et al.   JOURNAL OF ENGINEERING MECHANICS

Modeling of the simple shear deformation of sand: effects of principal stress rotation

(2009) Marte Gutierrez et al.   Acta Geotechnica

A unified constitutive model for both clay and sand with hardening parameter independent on stress path

(2007) Y.P. Yao et al.   COMPUTERS AND GEOTECHNICS

A non-coaxial constitutive model for sand deformation under rotation of principal stress axes

(2007) Ali Lashkari et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS