Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion-Reference-Cited by-同舟云学术

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Effects of shear strength reduction strategies on safety factor of homogeneous slope based on a general nonlinear failure criterion

Published:2015-01 Issue: Volume:63 Page:215-228
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhao Lianheng,Yang Feng,Zhang Yingbin,Dan Hancheng,Liu Weizheng

Funder

National Natural Science Foundation of China

Postdoctoral Science Foundation of China

Postdoctoral Science Foundation of Central South University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference50 articles.

1. Associated and nonassociated viscoplasticity in soil mechanics;Zienkiewicz;Géotechnique,1975

2. A method of calculation of total factor of safety of slopes by elasto-plastic FEM;Ugai;Soils Found,1989

3. State of the art: limit equilibrium and finite-element analysis of slopes;Duncan;J Geotech Eng ASCE,1996

4. Slope stability analysis by finite elements;Griffiths;Géotechnique,1999

5. Slope stability analysis by strength reduction;Dawson;Géotechnique,1999

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