1.

Calculate the shear strength in terms of effective stress soil on a plane within a saturated soil mass at a point where the total normal stress is 295 kPa and pore water pressure is 120 kPa when c’ = 12 kPa and angle of internal friction is 30°. (take tan30 = 0.578)

A. 75.68 kPa
B. 113.15 kPa
C. 135.64 kPa
D. 85.06 kPa
Answer» C. 135.64 kPa


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