A circular footing is 3.73 m in diameter. The bottom of the footing is 2.68 m below the ground surface. Moist unit weight of soil is 18.36 kn/m3, saturated unit weight is 20.16 kn/m3. Cohesion of soil is 92 kpa. Use Nc = 25.26, Nq= 12.13, Ny= 8.23. If the groundwater table is located at a depth of 1.38 m from the ground surface determine the allowable bearing capacity that the footing can carry. FS = 2.
A circular footing is 3.73 m in diameter. The bottom of the footing is 2.68 m below the ground surface. Moist unit weight of soil is 18.36 kn/m3, saturated unit weight is 20.16 kn/m3. Cohesion of soil is 92 kpa. Use Nc = 25.26, Nq= 12.13, Ny= 8.23. If the groundwater table is located at a depth of 1.38 m from the ground surface determine the allowable bearing capacity that the footing can carry. FS = 2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A circular footing is 3.73 m in diameter. The bottom of the footing is 2.68 m below the ground surface. Moist unit weight of soil is 18.36 kn/m3, saturated unit weight is 20.16 kn/m3. Cohesion of soil is 92 kpa. Use Nc = 25.26, Nq= 12.13, Ny= 8.23. If the groundwater table is located at a depth of 1.38 m from the ground surface determine the allowable bearing capacity that the footing can carry. FS = 2.
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