Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy-Reference-Cited by-同舟云学术

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Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy

Published:2024-08 Issue: Volume:183 Page:108786
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhou Haizuo,Ma Fujian,Xia Chenhao,Yu Xiaoxuan,Hu Qichao,He Yi

Funder

Tianjin University

Publisher

Elsevier BV

Reference21 articles.

1. Liquefaction-induced ground failure and bridge damage to the Alaskan railroad and highway in South Central Alaska during the 1964 Alaskan Earthquake;Bartlett,2014

2. Characteristics of liquefaction in Tokyo bay area by the 2011 great east Japan earthquake;Yasuda;Soils Found,2012

3. Bridge damage caused by liquefaction during the 22 April 1991 Costa Rica earthquake;Youd;Proc Tenth World Conf Earthq Eng,1992

4. Seismic resilience evaluation of granular column-supported road embankments on liquefiable soils;Zhou;Soil Dynam Earthq Eng,2024

5. Contribution of geosynthetic to the shear strength of geosynthetic encased stone columns;Ji;Geosynth Int,2023

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