Progressive evaluation of buckling landslide stability considering strain softening behavior of the slip zone-Reference-Cited by-同舟云学术

Progressive evaluation of buckling landslide stability considering strain softening behavior of the slip zone

Published:2022-07-18 Issue:14 Volume:46 Page:2680-2697
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Zou Zongxing¹^ORCID,Mu Rui¹,Luo Yinfeng¹^ORCID,Guo Bing²,Tan Lei²,Su Aijun¹,Tang Chunyan³

Affiliation:

1. Badong National Observation and Research Station of Geohazards China University of Geosciences Wuhan 430074 China

2. Chongqing Geological Disaster Prevention Center Chongqing China

3. School of Engineering China University of Geosciences Wuhan China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

Reference31 articles.

2. Proposal of evaluation approach of slide surface friction coefficient of landslide that uses buckling theory;Numada M;Seisan Kenkyu,2010

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