A driven closed-ended pile, circular in cross section, is show in below figure P10. Calculate the following: 1). the ultimate point load Qp using Meyehof's equations (9.15) and (9.16); 2). The ultimate frictional resistance Q, with equations (9.40) through (9.44); 3). Calculate allowable load-carrying capacity for the pile with FS of 3. (K = 1.4; 8' = 0.84') y = 15.7 kN/m? 6' = 32° c' =0 - 18.2 kN/m 3 m Groundwater table: Yat d' = 32° c' =0 3 m
A driven closed-ended pile, circular in cross section, is show in below figure P10. Calculate the following: 1). the ultimate point load Qp using Meyehof's equations (9.15) and (9.16); 2). The ultimate frictional resistance Q, with equations (9.40) through (9.44); 3). Calculate allowable load-carrying capacity for the pile with FS of 3. (K = 1.4; 8' = 0.84') y = 15.7 kN/m? 6' = 32° c' =0 - 18.2 kN/m 3 m Groundwater table: Yat d' = 32° c' =0 3 m
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.7P
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