Stability analysis of earthquake-induced rock slope based on back analysis of shear strength parameters of rock mass-Reference-Cited by-同舟云学术

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Stability analysis of earthquake-induced rock slope based on back analysis of shear strength parameters of rock mass

Published:2017-10 Issue: Volume:228 Page:39-49
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Lv Qingchao,Liu Yaoru^ORCID,Yang Qiang

Funder

National Natural Science Foundation of China

National Basic Research Program of China

State Key Laboratory of Hydroscience and Engineering of Hydroscience

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Back analysis of a rock landslide to infer theological parameters;Bozzano;Eng. Geol.,2012

2. A finite element approach for the analysis of active slow-moving landslides;Conte;Landslides,2013

3. Time-dependent behaviour and stability evaluation of gas storage caverns in salt rock based on deformation reinforcement theory;Deng;Tunn. Undergr. Space Technol.,2014

4. A new displacement back analysis to identify mechanical geo-material parameters based on hybrid intelligent methodology;Feng;Int. J. Numer. Anal. Methods Geomech.,2004

5. Slope stability analysis by finite elements;Griffiths;Geotechnique,1999

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