Response of Axially Loaded Piles

by 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

Services: Buy this book/Buy this article

 

Return to search