Numerical investigation of diffuse instability in sandy soil using discrete element method under proportional strain path loading

Author:

Fan Meng1,Liu Yang1,Han Jianqiu2,Yang Kai2

Affiliation:

1. University of Science and Technology, China

2. Power China Road Bridge Group Co., Ltd, China

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Reference55 articles.

1. Collapse of saturated soil due to reduction in confinement;Anderson S.A.;Journal of Geotechnical Engineering,1995

2. Sand instability under constant shear drained stress path;Alipour M.J.;International Journal of Solids & Structures,2018

3. Residual strength and large deformation potential of loose silty sands;Bazier M.H;Journal of Geotechnical Engineering Division, ASCE,1995

4. Liquefaction of sands;Castro G.;Harvard Soil Mechanics Series,1969

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