Seismic Responses Study of Pile-Groups Foundation

  • Hong-rui Ding
  • Published 2013 in
    2013 Fourth International Conference on Digital…

Abstract

The pile foundation is a widely used form of the basis, and its mechanical behavior under static action has been basically clear, but has yet to be a more detailed study of response pattern under dynamic action. A group pile foundation for the study, with the dynamic finite element analysis method to explore the seismic response law of pile groups. The study considered the nonlinear soil, pile - soil interaction, pile side resistance and end resistance action. Calculated dynamic response results of the cap - Piles - foundation system, and it's research findings have reference value to the dynamic design of the pile foundation.

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Cite this paper

@article{Ding2013SeismicRS, title={Seismic Responses Study of Pile-Groups Foundation}, author={Hong-rui Ding}, journal={2013 Fourth International Conference on Digital Manufacturing & Automation}, year={2013}, pages={1188-1191} }