Three-Dimensional Analysis of Pile Foundations

by Rudolf Aschenbrenner,

Serial Information: Journal of the Structural Division, 1967, Vol. 93, Issue 1, Pg. 201-220

Document Type: Journal Paper

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A three-dimensional method of analysis is developed for pile foundations supported by soil strata through axial and lateral resistance. The approach is applicable to pile structures, supporting machine footings, piers, and abutments of bridges. The method becomes simple for foundations in water, such as wharves and dolphins (without lateral support) and for retaining walls (planar problems).

Subject Headings: Three-dimensional analysis | Pile foundations | Bridge abutments | Soil analysis | Equipment and machinery | Footings | Piles | Load and resistance factor design

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