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

Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation

(2016) Jian-Gu Qian et al.   ENGINEERING GEOLOGY

Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation

(2016) Lin Guo et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Permanent deformation characteristics of saturated sand under cyclic loading

(2015) Yuanqiang Cai et al.   CANADIAN GEOTECHNICAL JOURNAL

Anisotropic Drained Deformation Behavior and Shear Strength of Natural Soft Marine Clay

(2015) Yu-Ke Wang et al.   MARINE GEORESOURCES & GEOTECHNOLOGY

Influence of Intermediate Principal Stress on Undrained Behavior of Intact Clay under Pure Principal Stress Rotation

(2013) Jian Zhou et al.   MATHEMATICAL PROBLEMS IN ENGINEERING

Undrained deformation behavior of saturated soft clay under long-term cyclic loading

(2013) Lin Guo et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Modeling Cyclic Behavior of Clay by Micromechanical Approach

(2012) Zhen-Yu Yin et al.   JOURNAL OF ENGINEERING MECHANICS

Simulation of yielding and stress–stain behavior of shanghai soft clay

(2011) Maosong Huang et al.   COMPUTERS AND GEOTECHNICS

Stress-dilatancy behavior for sand under loading and unloading conditions

(2011) Zhen-Yu Yin et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand

(2010) Zhen-Yu Yin et al.   INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

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

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

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

Modeling Stress-Dilatancy for Sand under Compression and Extension Loading Conditions

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

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