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Pile-Soil System Response in Clay as a Function of Excess Pore Water Pressure and Other Soil Properties
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1967-09-01
[PDF-2.96 MB]
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Abstract:This report concerns itself with an instrumented field test pile used to investigate the failure mechanisms which are developed in clay soils subjected to pile driving and foundation loadings. The ultimate load response of the pile-soil system was evaluated for both dynamic and static loadings. A test pile instrumented with pressure transducers, strain gages, and accelerometers was driven into a saturated clay at a site in Beaumont, Texas.
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