Development of models for facing tensile forces of soil nail walls using statistical approaches-Reference-Cited by-同舟云学术

Development of models for facing tensile forces of soil nail walls using statistical approaches

Published:2021-08-31 Issue: Volume: Page:1-18
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:

Lin Peiyuan¹²,Chen Xianying¹,Jiang Mingjie³⁴⁵,Xu Meijuan³⁴⁵,Mei Guoxiong³⁴⁵

Affiliation:

1. School of Civil Engineering, Sun Yat-Sen University, Zhuhai, People’s Republic of China

2. Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Zhuhai, People’s Republic of China

3. Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning, People’s Republic of China

4. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, People’s Republic of China

5. College of Civil Engineering and Architecture, Guangxi University, Nanning, People’s Republic of China

Funder

Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Engineering Safety

National Natural Science Foundation 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/10.1080/17499518.2021.1971257

Reference66 articles.

1. Target reliability-based optimisation for internal seismic stability of reinforced soil structures

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