Problem 1 A 30 m long concrete pile is 305 mm x 350 mm in cross section and is fully embedded in a sand deposit. Using Broms' method, calculate the allowable lateral load Qg (take FS = 2) at the ground level. Assume the pile is flexible and restrained. Let the soil unit weight, y = 16 kN/m, the soil friction angle, ' = 30°; and the yield stress of the pile material, F, = 21 MPa.
Problem 1 A 30 m long concrete pile is 305 mm x 350 mm in cross section and is fully embedded in a sand deposit. Using Broms' method, calculate the allowable lateral load Qg (take FS = 2) at the ground level. Assume the pile is flexible and restrained. Let the soil unit weight, y = 16 kN/m, the soil friction angle, ' = 30°; and the yield stress of the pile material, F, = 21 MPa.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Sheet-pile Walls
Section: Chapter Questions
Problem 18.5P: In Problem 18.4, find the maximum bending moment in the sheet pile and determine the required...
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![Problem 1
A 30 m long concrete pile is 305 mm x 350 mm in cross section and is fully embedded in a sand
deposit. Using Broms' method, calculate the allowable lateral load Q, (take FS = 2) at the ground
level. Assume the pile is flexible and restrained. Let the soil unit weight, y = 16 kN/m, the soil
friction angle, ' = 30°; and the yield stress of the pile material, F, = 21 MPa.
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc1aa5c0e-9271-4e55-a61f-4e364e23c02a%2F0a3f7995-12bc-46d9-8c5f-68a67deaa21f%2Fim2ocbp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 1
A 30 m long concrete pile is 305 mm x 350 mm in cross section and is fully embedded in a sand
deposit. Using Broms' method, calculate the allowable lateral load Q, (take FS = 2) at the ground
level. Assume the pile is flexible and restrained. Let the soil unit weight, y = 16 kN/m, the soil
friction angle, ' = 30°; and the yield stress of the pile material, F, = 21 MPa.
%3D
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