Response of Axially Loaded Pilesby James D. Murff, (A.M.ASCE), Research Specialist; Exxon Production Research Co., Houston, Tex.,
Serial Information: Journal of the Geotechnical Engineering Division, 1975, Vol. 101, Issue 3, Pg. 356-360
Document Type: Journal Paper
The Purpose of this paper is to present a closed form solution of the special case of this problem where the soil resistance is considered to be uniform linear elastic-plastic.
Subject Headings: Axial loads | Piles | Elastic analysis | Linear functions | Closed form solutions | Load and resistance factor design | Case studies
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