1.

A soil fails under an axial vertical stress of 100 kN/m2 in unconfined compression test. The failure plane makes an angle of 50° with the horizontal. The shear parameters c and φ respectively will be

A. 41.9 kN/m2, 0
B. 50.0 kN/m2, 0
C. 41.9 kN/m2, 10°
D. 50.0 kN/m2, 10°
Answer» D. 50.0 kN/m2, 10¬∞


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