Probabilistic stability analysis of simple reinforced slopes by finite element method-Reference-Cited by-同舟云学术

Probabilistic stability analysis of simple reinforced slopes by finite element method

Published:2016-07 Issue: Volume:77 Page:45-55
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Luo Ning^ORCID,Bathurst Richard J.,Javankhoshdel Sina^ORCID

Funder

Natural Sciences and Engineering Research Council of Canada (NSERC)

China Scholarship Council (CSC)

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference42 articles.

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2. A new working stress method for prediction of reinforcement loads in geosynthetic walls;Allen;Can Geotech J,2003

3. Allen TM, Nowak AS, Bathurst RJ. Calibration to determine load and resistance factors for geotechnical and structural design. Transportation Research Board Circular E-C079, Washington, DC; 2005. p. 93.

4. Reinforcement loads in geosynthetic walls and the case for a new working stress design method;Bathurst;Geotext Geomembr,2005

5. Performance of full-scale reinforced embankments loaded to failure;Bathurst;Can Geotech J,2003

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