Interactive behavior of soil–pile-superstructure system in transient state to liquefaction by means of large shake table tests

@inproceedings{Yao2004InteractiveBO,
  title={Interactive behavior of soil–pile-superstructure system in transient state to liquefaction by means of large shake table tests},
  author={Shintaro Yao and Koichi Kobayashi and Nozomu Yoshida and Hiroshi Matsuo},
  year={2004}
}
Abstract Shaking table tests were conducted by means of a large-scale laminar box with 4 m in length, 2 m in width and 2 m in height in order to investigate behavior of a soil-pile-superstructure system in liquefiable ground. A model two-storey structure, supported by a pile group, was set in a saturated sand deposit, and subjected to a sinusoidal base motion with increasing amplitude. Discussions are focused on the transient behavior until soil liquefaction occurs. Main interests are… CONTINUE READING

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