Research Article
Mar 1970
Tests on Instrumented Piles, Ogeechee River Site
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 96, Issue 2
Abstract
The analysis of bearing capacity of piles is most frequently based on the so-called static approach. These resistances depend on a number of parameters, most significant of which are strength and deformation characteristics and initial stress conditions of the soil strata involved, as well as geometrical and mechanical characteristics and the method of placement of the pile in question.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 96 • Issue 2 • March 1970
Pages: 561 - 584
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Mar 1970
Published online: Feb 12, 2021
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Authors
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Aleksandar Sedmak Vesic, F.ASCE
Prof. and Chairman, Dept. of Civ. Engrg., Duke Univ., Durham, N.C.
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