A two-stage based model for partially-buried pile group response in cross-anisotropic saturated media adjacent to moving harmonic loads
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Analytical solutions of the dynamic response of a dual-beam model for a geosynthetic reinforced pile-supported embankment under moving load;Fang;Comput. Geotech.,2022
2. Prediction of single pile response to lateral soil movement in model test;Lin;Comput. Geotech.,2023
3. Investigation of soil–pile–structure interaction induced by vertical loads and tunneling.;Franza;Comput. Geotech.,2021
4. Centrifuge testing and numerical modeling of single pile and long-pile groups adjacent to surcharge loads in silt soil;Bian;Transp. Geotech.,2020
5. Steady-state response of flexible combined pile-raft foundation under dynamic loading;Bhaduri;Soil Dyn. Earthq. Eng.,2021
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