A rectangular raft of size 50 x 20 m founded at a depth of 4.5 m below the ground surface is subjected to a uniform pressure of 250 kPa. Assume the center of the area with coordinates (5, 5) and the corners have coordinates (10, 25). Calculate stresses at a depth of 25 m below the foundation level by the methods of (a) Boussinesg, and (b) Westergaard at coordinates of (5, 5), (0, 25), (10, 0) (10, 25) and (20, 35). Neglect the effect of foundation depth on the stresses.
A rectangular raft of size 50 x 20 m founded at a depth of 4.5 m below the ground surface is subjected to a uniform pressure of 250 kPa. Assume the center of the area with coordinates (5, 5) and the corners have coordinates (10, 25). Calculate stresses at a depth of 25 m below the foundation level by the methods of (a) Boussinesg, and (b) Westergaard at coordinates of (5, 5), (0, 25), (10, 0) (10, 25) and (20, 35). Neglect the effect of foundation depth on the stresses.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter10: Stresses In A Soil Mass
Section: Chapter Questions
Problem 10.19P
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A rectangular raft of size 50 x 20 m founded at a depth of 4.5 m below the ground surface is subjected to a uniform pressure of 250 kPa. Assume the center of the area with coordinates (5, 5) and the corners have coordinates (10, 25). Calculate stresses at a depth of 25 m below the foundation level by the methods of (a) Boussinesq, and (b) Westergaard at coordinates of (5, 5), (0, 25), (10, 0) (10, 25) and (20, 35). Neglect the effect of foundation depth on the stresses.
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