A 4-foot square footing has its bottom 2.03 ft. below the ground surface. The ground water table is located at a depth of 4 ft. below the ground surface. Unit weight of soil is 114 lb/ft3, Saturated unit weight is 122 lb/ft3, cohesion = 97 lb/ft2. Use angle of internal friction = 30° (Nc = 35.4, Nq = 29.1, = 19.7). Compute the allowable load (in lb) that the footing could carry. Use FS = 2.9. Round off to the nearest whole number.
A 4-foot square footing has its bottom 2.03 ft. below the ground surface. The ground water table is located at a depth of 4 ft. below the ground surface. Unit weight of soil is 114 lb/ft3, Saturated unit weight is 122 lb/ft3, cohesion = 97 lb/ft2. Use angle of internal friction = 30° (Nc = 35.4, Nq = 29.1, = 19.7). Compute the allowable load (in lb) that the footing could carry. Use FS = 2.9. Round off to the nearest whole number.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Shallow Foundations-bearing Capacity
Section: Chapter Questions
Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...
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A 4-foot square footing has its bottom 2.03 ft. below the ground surface. The ground water table is located at a depth of 4 ft. below the ground surface. Unit weight of soil is 114 lb/ft3, Saturated unit weight is 122 lb/ft3, cohesion = 97 lb/ft2. Use angle of internal friction = 30° (Nc = 35.4, Nq = 29.1, = 19.7).
Compute the allowable load (in lb) that the footing could carry. Use FS = 2.9.
Round off to the nearest whole number.
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