A circular footing is 3.18 meters in diameter. The bottom of the footing is 2.95 m. below the ground surface. Moist unit weight of soil is 17.72 kN/m3, Saturated unit weight is 20.66 kN/m3. Cohesion of soil is 93 kPa. Use Nc = 25.28, Nq = 12.57, Ny = 8.8. If the ground water table is located at a depth of 1.49 meters from the ground surface, determine the allowable load (in kN) that the footing can carry. FS = 3. Round off to two decimal places.
A circular footing is 3.18 meters in diameter. The bottom of the footing is 2.95 m. below the ground surface. Moist unit weight of soil is 17.72 kN/m3, Saturated unit weight is 20.66 kN/m3. Cohesion of soil is 93 kPa. Use Nc = 25.28, Nq = 12.57, Ny = 8.8. If the ground water table is located at a depth of 1.49 meters from the ground surface, determine the allowable load (in kN) that the footing can carry. FS = 3. Round off to two decimal places.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Mat Foundations
Section: Chapter Questions
Problem 10.1P: Refer to the rectangular combined footing in Figure 10.1, with Q1 = 100 kip and Q2 = 150 kip. The...
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A circular footing is 3.18 meters in diameter. The bottom of the footing is 2.95 m. below the ground surface. Moist unit weight of soil is 17.72 kN/m3, Saturated unit weight is 20.66 kN/m3. Cohesion of soil is 93 kPa. Use Nc = 25.28, Nq = 12.57, Ny = 8.8. If the ground water table is located at a depth of 1.49 meters from the ground surface, determine the allowable load (in kN) that the footing can carry. FS = 3.
Round off to two decimal places.
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