Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading-Reference-Cited by-同舟云学术

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Experimental and numerical studies on behavior of upgraded caisson-type quay wall under earthquake loading

Published:2024-01-24 Issue: Volume: Page:1-19
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Nguyen Anh-Dan¹,Kim Young-Sang²,Kang Gyeong-O³

Affiliation:

1. Faculty of Civil Engineering, University of Transport and Communications, Hanoi, Vietnam

2. Department of Civil Engineering, Chonnam National University, Gwangju, South Korea

3. Department of Civil Engineering, Gwangju University, Gwangju, South Korea

Funder

The Ministry of Oceans and Fisheries, Korea

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2304631

Reference32 articles.

1. Experimental and numerical modeling of moving retaining wall in expansive soil

2. Al-Juari, K. A. K., M. Y. Fattah, S. I. A. Khattab, and M. K. Al-Shamam. 2020. Simulation of Behaviour of Swelling Soil Supported by a Retaining Wall. In Proceedings of the Institution of Civil Engineers - Structures and Buildings.

3. Numerical analysis of deformation behaviour of quay walls under earthquake loading

4. Effects of seawater–structure–soil interaction on seismic performance of caisson-type quay wall

5. Phasing issues in the seismic response of yielding, gravity-type earth retaining walls – Overview and results from a FEM study

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