Reliability analysis of a rock slope based on plastic limit analysis theory with multiple failure modes-Reference-Cited by-同舟云学术

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Reliability analysis of a rock slope based on plastic limit analysis theory with multiple failure modes

Published:2019-06 Issue: Volume:110 Page:132-147
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Ze,Hu Zheng,Zhang Xiaoyan,Du Shigui,Guo Yakun,Wang Junxing

Funder

National Natural Science Foundation of China

Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Influence of spatial variability on slope reliability using 2-D random fields;Griffiths;J Geotech Geoenviron Eng,2009

2. Characterization of geotechnical variability;Phoon;Can Geotech J,1999

3. Evaluation of geotechnical property variability;Phoon;Can Geotech J,1999

4. Probabilistic analysis of rock slope stability and random properties of discontinuity parameters, Interstate Highway 40, Western North Carolina, USA;Park;Eng Geol,2005

5. Parametric monte carlo studies of rock slopes based on the hoek–brown failure criterion;Li;Comput Geotech,2012

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