A 10-ft x 10-ft square footing is constructed on the ground surface carrying a 700-kip load. The soil has a unit weight, ϒ, of 100-pcf and the soil cohesion, Cu, is 2,000-psf. Your boss wants you to find the ULTIMATE bearing capacity of this soil with this footing. Input the correct values for the variables into the equation: Group of answer choices Qult = 1.2 (1.0-ksf) (5.14) + (0.1ksf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0) Qult = 1.2 (2.0-ksf) (5.14) + (0.1k sf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0) Qult = 1.2 (3.0-ksf) (5.14) + (0.1ksf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0) None of the above
A 10-ft x 10-ft square footing is constructed on the ground surface carrying a 700-kip load. The soil has a unit weight, ϒ, of 100-pcf and the soil cohesion, Cu, is 2,000-psf. Your boss wants you to find the ULTIMATE bearing capacity of this soil with this footing. Input the correct values for the variables into the equation: Group of answer choices Qult = 1.2 (1.0-ksf) (5.14) + (0.1ksf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0) Qult = 1.2 (2.0-ksf) (5.14) + (0.1k sf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0) Qult = 1.2 (3.0-ksf) (5.14) + (0.1ksf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0) None of the above
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 10-ft x 10-ft square footing is constructed on the ground surface carrying a 700-kip load. The soil has a unit weight, ϒ, of 100-pcf and the soil cohesion, Cu, is 2,000-psf.
Your boss wants you to find the ULTIMATE bearing capacity of this soil with this footing.
Input the correct values for the variables into the equation:
Group of answer choices
Qult = 1.2 (1.0-ksf) (5.14) + (0.1ksf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0)
Qult = 1.2 (2.0-ksf) (5.14) + (0.1k sf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0)
Qult = 1.2 (3.0-ksf) (5.14) + (0.1ksf) (0ft) (1) + 0.4 (0.1ksf) (10ft) (0)
None of the above
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