Contact Interface Model for Shallow Foundations Subjected to Combined Cyclic Loading

@article{Gajan2009ContactIM,
  title={Contact Interface Model for Shallow Foundations Subjected to Combined Cyclic Loading},
  author={Sivapalan Gajan and B. L. Kutter},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  year={2009},
  volume={135},
  pages={407-419}
}
  • Sivapalan Gajan, B. L. Kutter
  • Published 2009
  • Engineering
  • Journal of Geotechnical and Geoenvironmental Engineering
  • It has been recognized that the ductility demands on a superstructure might be reduced by allowing rocking behavior and mobilization of the ultimate capacity of shallow foundations during seismic loading. However, the absence of practical reliable foundation modeling techniques to accurately design foundations with the desired capacity and energy dissipation characteristics and concerns about permanent deformations have hindered the use of nonlinear soil–foundation–structure interaction as a… CONTINUE READING
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    References

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    ROCKING ISOLATION OF A TYPICAL BRIDGE PIER ON SPREAD FOUNDATION
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