Influence of model type, bias and input parameter variability on reliability analysis for simple limit states in soil–structure interaction problems-Reference-Cited by-同舟云学术

Influence of model type, bias and input parameter variability on reliability analysis for simple limit states in soil–structure interaction problems

Published:2016-03-04 Issue:1 Volume:11 Page:42-54
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:

Bathurst Richard J.¹,Javankhoshdel Sina²

Affiliation:

1. GeoEngineering Centre at Queen's-RMC, Department of Civil Engineering, Royal Military College of Canada, Kingston, Ontario, Canada

2. GeoEngineering Centre at Queen's-RMC, Department of Civil Engineering, Ellis Hall, Queens University, Kingston, Ontario, Canada

Funder

Natural Sciences and Engineering Research Council of Canada

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/10.1080/17499518.2016.1154160

Reference18 articles.

1. Calibration concepts for load and resistance factor design (LRFD) of reinforced soil walls

2. LRFD Calibration of the Ultimate Pullout Limit State for Geogrid Reinforced Soil Retaining Walls

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