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Full-displacement pressuremeter method for rigid piles under lateral loads and moments



Full-displacement pressuremeter method for rigid piles under lateral loads and moments



Canadian Geotechnical Journal = Revue Canadienne de Geotechnique 24(4): 471-478



The results of full-displacement pressuremeter tests in beds of sand, clay, and layered soil have been used to estimate the lateral soil pressures, ultimate capacity, and displacements of instrumented rigid model piles under eccentric and inclined loads. Comparisons of these estimates with observations on the piles under horizontal load and pure moment have been made and reasonable agreement is found.--Modified journal abstract.

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Accession: 018971884

Download citation: RISBibTeXText

DOI: 10.1139/t87-063


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