Generalized Solutions for Laterally Loaded Piles
- 1 October 1960
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Soil Mechanics and Foundations Division
- Vol. 86 (5) , 63-92
- https://doi.org/10.1061/jsfeaq.0000303
Abstract
Determination of nonlinear force-deformation characteristics of soil may be done by repeated application of elastic theory; soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in structure-pile-soil system; equations and methods of computations are given for elastic- and rigid-pile theory; design recommendations.Keywords
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