Reliability analysis of tunnel roof in layered Hoek-Brown rock masses-Reference-Cited by-同舟云学术

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Reliability analysis of tunnel roof in layered Hoek-Brown rock masses

Published:2018-12 Issue: Volume:104 Page:302-309
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Yang X.L.,Zhou T.,Li W.T.

Funder

National Basic Research 973 Program of China

National Natural Science Foundation

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference40 articles.

1. The stability of shallow tunnels and underground openings in cohesive material;Davis;Géotechnique,1980

2. Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis;Antão;Comput Geotech,2016

3. Stochastic response surface method for reliability problems involving correlated multivariates with non-Gaussian dependence structure: analysis under incomplete probability information;Wang;Comput Geotech,2017

4. Axi-symmetric active earth pressure obtained by the slip line method with a general tangential stress coefficient;Liu;Comput Geotech,2009

5. Efficient spreadsheet algorithm for first-order reliability method;Low;J Eng Mech,2007

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