Analysis of Piles in Soil Undergoing Lateral Movement

by Harry G. Poulos, (M.ASCE), Reader in Civ. Engrg.; Univ. of Sydney, Sydney, Australia,


Serial Information: Journal of the Soil Mechanics and Foundations Division, 1973, Vol. 99, Issue 5, Pg. 391-406


Document Type: Journal Paper

Discussion: Rutenberg Avigdor (See full record)
Discussion: Recordan Edouard (See full record)
Discussion: Oteo Carlos S. (See full record)
Closure: (See full record)

Abstract: An analysis is described for the behavior of a pile in a soil undergoing lateral movements due to some external cause such as an embankment. Some of the factors affecting the development of pile displacements, moments, and reactions are examined, and it is found that the most important factors are the relative flexibility of the pile, the boundary conditions at the top and the tip, and the distribution of soil movement with depth along the pile. Limited comparisons between theoretical and observed pile behavior suggest that the theoretical approach could be applied with some degree of confidence to field problems.

Subject Headings: Piles | Soil analysis | Displacement (mechanics) | Boundary conditions | Comparative studies

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