Laterally Loaded Piles in a Layered Soil System

by M. T. Davisson,
H. L. Gill,

Serial Information: Journal of the Soil Mechanics and Foundations Division, 1963, Vol. 89, Issue 3, Pg. 63-94

Document Type: Journal Paper


The effect of a two-layer soil system on the behavior of a laterally loaded pile is investigated analytically in nondimensional terms. A modulus of subgrade reaction is used to define the soil stiffness; the stiffness of the surface layer is defined in terms of that of the underlying layer. The complete range of relative stiffness and relative thickness of the two layers is investigated. The surface layer is shown to exert an overwhelming influence on the behavior of a soil-pile system.

Subject Headings: Lateral loads | Layered soils | Stiffening | Load factors | Piles | Soil analysis | Soil modulus | Subgrades

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