Time-dependent system reliability of anchored rock slopes considering rock bolt corrosion effect-Reference-Cited by-同舟云学术

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Time-dependent system reliability of anchored rock slopes considering rock bolt corrosion effect

Published:2014-06 Issue: Volume:175 Page:1-8
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Jiang Shui-Hua,Li Dian-Qing,Zhang Li-Min,Zhou Chuang-Bing

Funder

National Science Fund for Distinguished Young Scholars

National Basic Research Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Corrosion-induced bond strength degradation in reinforced concrete-analytical and empirical models;Bhargava;Nucl. Eng. Des.,2007

2. Flexible systems anchored to the ground for slope stabilisation: critical review of existing design methods;Blanco-Fernandez;Eng. Geol.,2011

3. A generalized and efficient method for finite cover generation in the numerical manifold method;Cai;Int. J. Comput. Methods,2013

4. Time-dependent reliability of rock-anchored structures;Chakravorty;Reliab. Eng. Syst. Saf.,1995

5. Finite element analysis of the effect of corrosion on the behaviour of reinforced earth walls;Chau;Int. J. Numer. Anal. Methods Geomech.,2012

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