Laterally Loaded Pile Design

by Robert L. Sogge, (M.ASCE), Principal Consulting Geotechnical Engineer; Desert Earth Engrg., Tuscon, Ariz. 85705,

Serial Information: Journal of the Geotechnical Engineering Division, 1981, Vol. 107, Issue 9, Pg. 1179-1199

Document Type: Journal Paper

Discussion: Saul William E. (See full record)
Discussion: Bowles Joseph E. (See full record)
Discussion: Kocsis Peter (See full record)
Closure: (See full record)


A beam-bar finite element formulation of a laterally loaded pile problem is developed. The approach taken utilizes the beam on elastic foundation coefficient of subgrade reaction method. The three loading conditions of a lateral load or applied moment on a free-end pile and a lateral load applied to a fixed-end pile are analyzed for a range of soil strength variations with depth. Curves are developed which present the maximum values as a function of the soil-structure stiffness ratio. A design procedure with an example is given to show the use of these curves in the design of any laterally loaded pile system.

Subject Headings: Lateral loads | Load factors | Piles | Curvature | Elastic foundations | Soil strength | Soil analysis | Finite element method

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