Design of Extended Pile Shafts for the Effects of Liquefaction

@inproceedings{Khosravifar2014DesignOE,
  title={Design of Extended Pile Shafts for the Effects of Liquefaction},
  author={Arash Khosravifar and M. EERI and Ross W. Boulanger and Sashi K. Kunnath},
  year={2014}
}
An equivalent static analysis (ESA) procedure is proposed for the design of extended pile shafts subjected to liquefaction-induced lateral spreading during earthquake loading. The responses of extended pile shafts for a range of soil, structure and ground motion conditions were examined parametrically using nonlinear dynamic finite element analyses (NDA… CONTINUE READING