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Publications by [Bhattacharya S.]
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<p>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 ...
Filed under:
Earthquake Engineering -
Seismic Soil - Structure Interaction
Reference:
Proc. 5th International Conference on Case Histories in Geotechnical Engineering, New York, April, 2004
