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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 | |