Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods-Reference-Cited by-同舟云学术

Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods

Published:2019-07 Issue: Volume:111 Page:301-312
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liu Xin^ORCID,Wang Yu^ORCID,Li Dian-Qing

Funder

Research Grants Council of the Hong Kong Special Administrative Region, China

City University of Hong Kong

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference53 articles.

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3. Coupling of soil deformation and pore fluid flow using material point method;Bandara;Comput Geotech,2015

4. Nonlinear analysis in soil mechanics: theory and Implementation;Chen,1990

5. Slope stability analysis and stabilization new methods and insight;Cheng,2008

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