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
Abstract: 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 | Closed form solutions | Case studies | Load and resistance factor design | Linear functions | Elastic analysis | Piles
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