Study on seismic response of liquefiable soil-pile group considering pile cap and soil contact
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference23 articles.
1. Behavior of pile group behind a sheet pile quay wall subjected to liquefaction-induced large ground deformation observed in shaking test in E-Defense project;Motamed;Soils Found,2009
2. Response of a RC pile group in liquefiable soil: a shake‐table investigation;Tang;Soil Dynam Earthq Eng,2014
3. Pile and pile-group response to liquefaction induced lateral spreading in four large-scale shake-table experiments;Ebeido;J Geotech Geoenviron Eng,2019
4. Shake-table investigation of scoured RC pile-group-supported bridges in liquefiable and nonliquefiable soils;Wang;Earthq Eng Struct Dynam,2019
5. Flowability of saturated sands under cyclic loading and the viscous fluid flow failure criterion for liquefaction triggering;Gao;J Geotech Geoenviron Eng,2024
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