Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM

Author:

Doi Tatsuya,Murono Yoshitaka,Iwai Hiromasa,Zhang Feng

Funder

Shanghai Jiao Tong University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference31 articles.

1. Development of a newly pile-head pin device with spherical connection and its application;Aoki;Tech. Rep. Shimizu Corp.,2003

2. Association of RRR Construction System, 2019. Material manual for reinforced embankment by RRR method (in Japanese).

3. Evaluation of dynamic response of connected and non-connected piled raft systems using shaking table tests;Azizkandi;Soil Dyn. Earthquake Eng.,2020

4. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation;Bao;Soils Found.,2012

5. Seismic evaluation of soil–foundation–superstructure system considering geometry and material nonlinearities of both soils and structures;Bao;Soils Found.,2012

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