Rock slope reliability analysis using Barton-Bandis failure criterion with modified pseudo-dynamic approach-Reference-Cited by-同舟云学术

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Rock slope reliability analysis using Barton-Bandis failure criterion with modified pseudo-dynamic approach

Published:2020-12 Issue: Volume:139 Page:106310
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhao Lianheng,Yu Chenghao,Li Liang,An Aijun,Nie Zhihong,Peng Anping,Zuo Shi

Funder

Guizhou Provincial Department of Transportation Foundation

The Fifth Civil Engineering Co., Ltd of CREC Shanghai Group

Fundamental Research Funds for the Central Universities

Central South University

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

1. Earthquake-caused landslides: a major disturbance to tropical forests;Garwood;Science,1979

2. Regional patterns of earthquake-triggered landslides and their relation to ground motion;Meunier;Geophys Res Lett,2007

3. Spatial distribution of landslides triggered by the 2008 Ms 8.0 Wenchuan earthquake, China;Dai;J Asian Earth Sci,2011

4. The shear strength of rock and rock joints;Barton;Int J Rock Mech Min Sci Geomech Abstr,1976

5. Experimental studies of scale effects on the shear behaviour of rock joints;Bandis;Int J Rock Mech Min Sci Geomech Abstr,1981

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4. System reliability analysis of joint rock slopes with the stepped sliding surface considering hydraulic and seismic actions;Acta Geotechnica;2023-09-22

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