Influence of Centrifuge Test Soil-Container Friction on Seismic Sheet-Pile Wall Response in Liquefiable Deposit: Insights from Numerical Simulations-Reference-Cited by-同舟云学术

Influence of Centrifuge Test Soil-Container Friction on Seismic Sheet-Pile Wall Response in Liquefiable Deposit: Insights from Numerical Simulations

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Rui¹,Liu Hexin²,Kutter Bruce L.³^ORCID,Zhang Jian-Min⁴

Affiliation:

1. Associate Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Ph.D. Student, Dept. of Hydraulic Engineering, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA 95616. ORCID: .

4. Professor, Dept. of Hydraulic Engineering, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11064

Reference50 articles.

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2. Preliminary Assessment of Sidewall Friction on Large-Scale Wall Models in the RMC Test Facility

3. A state parameter for sands

4. Side friction in model retaining wall experiments;Bransby P. L.;J. Geotech. Geoenviron. Eng.,1975

5. Disasters and transport systems: loss, recovery and competition at the Port of Kobe after the 1995 earthquake

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