3. A dnven closed-ended pile, circular in cross section, is shown. Calculate the following. a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take = 50. c. An approximate ultımate point load on the basıs of parts (a) and (b). d. The ultimate frictional resistance Qs, K= 1.4; 8'=0.8Ø' e. The allowable load of the pile (use FS= 4). Y = 15.7 kN/m³ 4' = 32° c' = 0 18.2 kN/m 3 m Groundwater table Ysat ' = 32° c' = 0 3 m Ysat 19.2 kN/m³ ' = 40 15 m 381 mm

3. A dnven closed-ended pile, circular in cross section, is shown. Calculate the following. a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take = 50. c. An approximate ultımate point load on the basıs of parts (a) and (b). d. The ultimate frictional resistance Qs, K= 1.4; 8'=0.8Ø' e. The allowable load of the pile (use FS= 4). Y = 15.7 kN/m³ 4' = 32° c' = 0 18.2 kN/m 3 m Groundwater table Ysat ' = 32° c' = 0 3 m Ysat 19.2 kN/m³ ' = 40 15 m 381 mm

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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A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a. Meyerhofs method b. Vesics method c. Coyle and Castellos method Use m = 600 in Eq. (12.28).
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