New Design Correlations for Piles in Sand

Volume: 107, Issue: 7, Pages: 965 - 986
Published: Jul 1, 1981
Abstract
A critical review of the literature clearly shows that existing theories which are used to determine the bearing capacity of piles driven in sand are not satisfactory. Careful examination of the results of experimental studies indicates that existing theories fail to consider all significant parameters. Field load test data are used to determine which of the pile geometry and soil property parameters are significant. Special attention is given...
Paper Details
Title
New Design Correlations for Piles in Sand
Published Date
Jul 1, 1981
Volume
107
Issue
7
Pages
965 - 986
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