Reliquefaction behavior of sand and response of pile group subjected to repeated shaking sequence using centrifuge model experiments-Reference-Cited by-同舟云学术

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Reliquefaction behavior of sand and response of pile group subjected to repeated shaking sequence using centrifuge model experiments

Published:2024-07 Issue: Volume:182 Page:108741
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Padmanabhan Gowtham,Ueda Kyohei^ORCID,Maheshwari Bal Krishna^ORCID,Uzuoka Ryosuke^ORCID

Publisher

Elsevier BV

Reference42 articles.

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

2. Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake;Bhattacharya;Soil Dynam Earthq Eng,2011

3. Response of pile groups against seismically induced lateral flow in centrifuge model tests;Imamura;Soils Found,2004

4. Kinematic bending moments in square pile groups;Dezi;Int J GeoMech,2017

5. Pile and pile-group response to liquefaction-induced lateral spreading in four large-scale shake-table experiments;Ebeido;J Geotech Geoenviron Eng,2019

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