Generalized Solutions for Laterally Loaded Piles

by Hudson Matlock,
Lymon C. Reese,


Serial Information: Transactions of the American Society of Civil Engineers, 1962, Vol. 127, Issue 1, Pg. 1220-1247


Document Type: Journal Paper

Discussion: Vesic Aleksandar B. (See full record)
Closure: (See full record)

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.

Subject Headings: Soil modulus | Elastic analysis | Lateral loads | Nonlinear analysis | Soil deformation | Elasticity | Structural systems

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