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ERRORS IN DESIGN LEADING TO PILE FAILURES DURING SEISMIC LIQUEFACTION (2004)
The current method of pile design under earthquake loading is based on a bending mechanism where the inertia and slope movement (lateral spreading) induce bending in the pile. This paper shows that this hypothesis of pile failure cannot explain some observations of pile failure. A new design approach is proposed in this paper taking into account buckling effects.
Reference:
Proc. 5th International Conference on Case Histories in Geotechnical Engineering, New York, April, 2004
Proc. 5th International Conference on Case Histories in Geotechnical Engineering, New York, April, 2004
Organization:
Geotechnical Research Group University of Cambridge (U.K)
Geotechnical Research Group University of Cambridge (U.K)
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