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A strip footing of width 3 m is founded at a depth of 2 m below the ground surface in a soil having a cohesion c = 30 kPa and angle of shearing resistance = 35. The water table is at a depth of 5 m below ground level. The moist weight of soil above the water table is 17.25 kN/m3. (For =35*, Nc = 57.8, Nq=41.4, and Ny-42.4).

A strip footing of width 3 m is founded at a depth of 2 m below the ground surface in a soil having a cohesion c = 30 kPa and angle of shearing resistance = 35. The water table is at a depth of 5 m below ground level. The moist weight of soil above the water table is 17.25 kN/m3. (For =35*, Nc = 57.8, Nq=41.4, and Ny-42.4).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A strip footing of width 3 m is founded at a depth of 2 m below the ground surface in a soil having a cohesion c = 30 kPa and angle of shearing resistance = 35. The water table is at a depth of 5 m below ground level. The moist weight of soil above the water table is 17.25 kN/m3. (For = 35*, Nc 57.8, Nq=41.4, and Ny=42.4).
Transcribed Image Text:A strip footing of width 3 m is founded at a depth of 2 m below the ground surface in a soil having a cohesion c = 30 kPa and angle of shearing resistance = 35. The water table is at a depth of 5 m below ground level. The moist weight of soil above the water table is 17.25 kN/m3. (For = 35*, Nc 57.8, Nq=41.4, and Ny=42.4).
Find the factor of safety of a slope of infinite extent having a slope angle of 25°. The slope is made of cohesionless soil with = 30°. a. 0.833 b. 0.808 C. 1.200 d. 1.133
Transcribed Image Text:Find the factor of safety of a slope of infinite extent having a slope angle of 25°. The slope is made of cohesionless soil with = 30°. a. 0.833 b. 0.808 C. 1.200 d. 1.133
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