P-2 A driven closed-ended pile, circular in crosssection, is shown in the Figure. Calculate thefollowing:Layer IGroundwater3 mtáblea. The ultimate point load using Meyerhof'sprocedure.3 mLayer IIb. The ultimate frictional resistance Qs.[Take K = 1.4 and ô'= 0.6º']c. The allowable load of the pile (use FS = 315 mLayer IId. Calculate the (a), (b) and (c) if the layer III was aClay soil with C,=80 kPa (use ca-method by Terzaghiand FS = 3)%3DLayer IY = 15.7 kN/m³4' = 32°Layer II= 18.2 kN/m3 Ysat = 19.2 kN/m³Layer III381 mmYsat4' = 32°c' = 0= 40°c' = 0c' = 0

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P-2 A driven closed-ended pile, circular in cross section, is shown in the Figure. Calculate the following: Layer I Groundwater table : 3 m a. The ultimate point load using Meyerhof's procedure. 3 m Layer II b. The ultimate frictional resistance Qs. [Take K = 1.4 and ô'= 0.6w'] c. The allowable load of the pile (use FS = 3 d. Calculate the (a), (b) and (c) if the layer III was a Clay soil with C=80 kPa (use a-method by Terzaghi and FS = 3) 15 m Layer III %3D Layer I Y = 15.7 kN/m³ o' = 32° c' = 0 Layer II = 18.2 kN/m3 Ysat = 19.2 kN/m³ Layer III 381 mm Ysat 6' = 32° c' = 0 o' = 40° c' = 0

P-2 A driven closed-ended pile, circular in cross section, is shown in the Figure. Calculate the following: Layer I Groundwater table : 3 m a. The ultimate point load using Meyerhof's procedure. 3 m Layer II b. The ultimate frictional resistance Qs. [Take K = 1.4 and ô'= 0.6w'] c. The allowable load of the pile (use FS = 3 d. Calculate the (a), (b) and (c) if the layer III was a Clay soil with C=80 kPa (use a-method by Terzaghi and FS = 3) 15 m Layer III %3D Layer I Y = 15.7 kN/m³ o' = 32° c' = 0 Layer II = 18.2 kN/m3 Ysat = 19.2 kN/m³ Layer III 381 mm Ysat 6' = 32° c' = 0 o' = 40° c' = 0

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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