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1. |
The uniaxial compressive strength of a limestone sample is 80 MPa. The sample is confined at a pressure of 20 MPa in a triaxial compressive strength test. Based on Hoek-Brown failure criteria the maximum principal stress at failure in MPa is (consider rock constants as m = 7.88, s = 1.0 and a = 0.5) |
A. | 117.9 |
B. | 132.3 |
C. | 137.9 |
D. | 157.9 |
Answer» E. | |