d. The ultimate frictional resistance Q. [Use Eqs. (11.45) through (11.47) and take K = 1.4 and 8' = 0.66'.] 3.05 m Water table Ysat y = 15.72 kN/m³ ' = 32° c' = 0 18.24 kN/m² $' = 32° 3.05 m c' = 0 15.24 m Ysat = 19.24 kN/m³ $' = 40° c' = 0 Figure P11.4 15 in. 114 A driven closed-ended pile, circular in cross section, is shown in Figure P11.4. Calculate the following: a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take I,, = 50. e. An approximate ultimate point load on the basis of parts (a) and (b).
d. The ultimate frictional resistance Q. [Use Eqs. (11.45) through (11.47) and take K = 1.4 and 8' = 0.66'.] 3.05 m Water table Ysat y = 15.72 kN/m³ ' = 32° c' = 0 18.24 kN/m² $' = 32° 3.05 m c' = 0 15.24 m Ysat = 19.24 kN/m³ $' = 40° c' = 0 Figure P11.4 15 in. 114 A driven closed-ended pile, circular in cross section, is shown in Figure P11.4. Calculate the following: a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take I,, = 50. e. An approximate ultimate point load on the basis of parts (a) and (b).
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.2P: A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a....
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