st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed total load of 640 kips (Q). XXXX Ø = 30° c=0 v=0.35 E = 450,000 lb/ft² I= 0.88 llowable bearing capacity, qa = B =? D x B psf (only numeric equired dimension, B in terms of bearing capacity= ft
st unit weight of soil, gamma = 134 pcf factor of safety, FS = 3 quare footing carries the proposed total load of 640 kips (Q). XXXX Ø = 30° c=0 v=0.35 E = 450,000 lb/ft² I= 0.88 llowable bearing capacity, qa = B =? D x B psf (only numeric equired dimension, B in terms of bearing capacity= ft
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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