circular footing is 3.3 meters in diameter. The bottom of the footing is 2.6 m. below the ground surface. Moist unit weight of soil is 18.89 kN/m3, Saturated unit weight is 20.89 kN/m3. Cohesion of soil is 80 kPa. Use Nc = 25.73, Nq = 12.28, Ny = 8.56. If the ground water table is located at a depth of 1.74 meters from the ground surface, determine the allowable bearing capacity (in kPa) that the footing can carry. FS = 3. Round off to two decimal places.
circular footing is 3.3 meters in diameter. The bottom of the footing is 2.6 m. below the ground surface. Moist unit weight of soil is 18.89 kN/m3, Saturated unit weight is 20.89 kN/m3. Cohesion of soil is 80 kPa. Use Nc = 25.73, Nq = 12.28, Ny = 8.56. If the ground water table is located at a depth of 1.74 meters from the ground surface, determine the allowable bearing capacity (in kPa) 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 3.3 meters in diameter. The bottom of the footing is 2.6 m. below the ground surface. Moist unit weight of soil is 18.89 kN/m3, Saturated unit weight is 20.89 kN/m3. Cohesion of soil is 80 kPa. Use Nc = 25.73, Nq = 12.28, Ny = 8.56. If the ground water table is located at a depth of 1.74 meters from the ground surface, determine the allowable bearing capacity (in kPa) that the footing can carry. FS = 3.
Round off to two decimal places.
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