Performance-based assessment of permanent displacement of soil slopes using two-dimensional dynamic analysis-Reference-Cited by-同舟云学术

Performance-based assessment of permanent displacement of soil slopes using two-dimensional dynamic analysis

Published:2021-12-06 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:

Zhang J.¹,Xian J. T.¹,Wu C. G.¹,Zheng W. T.²,Zheng J. G.³

Affiliation:

1. Department of Geotechnical Engineering and Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, People’s Republic of China

2. China Energy Engineering Group Guangdong Electric Power Design Institute Co., Ltd., Guangzhou, People’s Republic of China

3. Shannxi Key Laboratory for Property and Treatment of Special Rock and Soil, China Jikan Research Institute of Engineering Investigations and Design Co., Ltd., Xi’an, People’s Republic of China

Funder

Shanghai Education Development Foundation

Shanghai Municipal Education Commission

National Natural Science Foundation of China

Key Innovation Team Program of MOST of China

Fundamental Research Funds for the central universities

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/10.1080/17499518.2021.2010765

Reference71 articles.

1. Summary of the Abrahamson & Silva NGA Ground-Motion Relations

2. Earthquake-induced ground displacements

3. NGA-West2 Database

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