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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¬∞ | |