From the figure, ADCB area is 150 m^2 the center of gravity is at point G, the average shear strength of the soil from the soil surface to a depth of 5.8 m = 38.3 kN/m^2 below this distance = 57.5 kN/m^2 soil unit weight are always the same = 18.88 kN/m^3 there is a point force at point C of 1 ton suppose the shear resistance angle is 0 calculate the safety margin for sliding in line AB TIRGHIES 5.06 m 83⁰ 4.98 m r=18.25 m 5.21 m 1 tof c 5.8 m 1.83 m

From the figure, ADCB area is 150 m^2 the center of gravity is at point G, the average shear strength of the soil from the soil surface to a depth of 5.8 m = 38.3 kN/m^2 below this distance = 57.5 kN/m^2 soil unit weight are always the same = 18.88 kN/m^3 there is a point force at point C of 1 ton suppose the shear resistance angle is 0 calculate the safety margin for sliding in line AB TIRGHIES 5.06 m 83⁰ 4.98 m r=18.25 m 5.21 m 1 tof c 5.8 m 1.83 m

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.6P

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