Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model-Reference-Cited by-同舟云学术

Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model

Published:2022-11-07 Issue: Volume: Page:1-25
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Zhuang Haiyang¹²,Zhao Dingfeng³,Chen Guoxing²⁴,Wang Yanzhen²,Zhao Kai²⁴

Affiliation:

1. School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, China

2. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China

3. Shanghai Waterway Engineering Design and Consulting Co, Ltd, Shanghai, China

4. Civil Engineering and Earthquake Disaster Prevention Center of Jiangsu Province, Nanjing, China

Funder

National Natural Science Foundation of China

National Key R&D Project of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2141371

Reference33 articles.

1. Ayala, A. G., and M. J. O’Rourke 1989. Effects of the 1985 Michoacan earthquake on water systems and other buried lifelines in Mexico. Technical Report No. NCEER-89-0009.

2. Shaking table tests on a three-arch type subway station structure in a liquefiable soil

3. Nonlinear Response Characteristics of Undersea Shield Tunnel Subjected to Strong Earthquake Motions

4. A new effective stress method for nonlinear site response analyses

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