Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes-Reference-Cited by-同舟云学术

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Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes

Published:2014-07 Issue: Volume:49 Page:45-55
ISSN:0167-4730
Container-title:Structural Safety
language:en
Short-container-title:Structural Safety

Author:

Li Dian-Qing,Qi Xiao-Hui,Phoon Kok-Kwang,Zhang Li-Min,Zhou Chuang-Bing

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach;Ahmed;Georisk,2012

2. Spatial variability of the undrained strength of clays;Asaoka;J Geotech Eng Div ASCE,1982

3. Spatial variability and geotechnical reliability;Baecher,2008

4. Slope instability conditions in the archaeological site of Tharros (Western Sardinia, Italy);Canuti,2005

5. Reliability-based pile design in sandy soils by CPT measurements;Cherubini;Georisk,2010

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