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RISDiscussion of “<i>Performance of Axially Loaded Pipe Piles in Sand</i>” by Leland M. Kraft Jr. (February, 1991, Vol. 117, No. 2)
Publisher: American Society of Civil Engineers
Analysis of Pile Groups with Variable Shaft‐Load over Point‐Load Ratios
Publisher: American Society of Civil Engineers
Abstract: Settlement of and load distribution in pile groups under vertical and centered static loads are analyzed. The analytical method incorporates the fact that shaft-load over point-load ratios vary throughout loading, thus ...
Discussion of “<i>Interpretation of Pile Load Test Considering Residual Stresses</i>” by Ross D. Rieke and John C. Crowser (April, 1987, Vol. 113, No. 4)
Publisher: American Society of Civil Engineers
Discussion of “<i>Effective Stress Dependence of Pile Shaft Capacity in Calcareous Sand</i>” by C. Y. Lee and H. G. Poulos (October, 1988, Vol. 114, No. 10)
Publisher: American Society of Civil Engineers
Pile‐Group Settlement Using Independent Shaft and Point Loads
Publisher: American Society of Civil Engineers
Abstract: A method of predicting pile‐group settlements is presented herein for cases in which the piles are held together by means of a rigid cap. Piles in the group are assumed to be of the same material, length, and diameter. ...