Full probabilistic design of slopes in spatially variable soils using simplified reliability analysis method-Reference-Cited by-同舟云学术

Full probabilistic design of slopes in spatially variable soils using simplified reliability analysis method

Published:2016-11-13 Issue:1 Volume:11 Page:146-159
ISSN:1749-9518
Container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
language:en
Short-container-title:Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards

Author:

Xiao Te¹,Li Dian-Qing¹,Cao Zi-Jun¹,Tang Xiao-Song¹

Affiliation:

1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, People’s Republic of China

Funder

National Science Fund for Distinguished Young Scholars

National Natural Science Foundation of China

Natural Science Foundation of Hubei Province

NSFC of China

Publisher

Informa UK Limited

Subject

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

Link

https://www.tandfonline.com/doi/pdf/10.1080/17499518.2016.1250279

Reference57 articles.

1. Statistics for the calculated safety factors of undrained failure slopes

2. 40 years FORM: Some new aspects?

3. Bayesian Approach for Probabilistic Site Characterization Using Cone Penetration Tests

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