Mechanism of liquefaction mitigation by rectangular closed diaphragm walls in sloping liquefiable deposits-Reference-Cited by-同舟云学术

Mechanism of liquefaction mitigation by rectangular closed diaphragm walls in sloping liquefiable deposits

Published:2021-03 Issue: Volume:142 Page:106582
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhang Jian-lei,Cheng Qian-gong,Li Yan,Zhang En-ming,Wang Yu-feng,Wu Jiu-jiang,Xie Shang-ying

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference37 articles.

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4. Damage of bridges due to the 2010Maule, Chile, earthquake;Kawashima;J Earthq Eng,2011

5. Spreading-induced damage to short-span bridges in Christchurch, New Zealand;Cubrinovski;Earthq Spectra,2014

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