Mining Engineering > GATE 2023 > Rock Mechanics
Axial stress versus axial strain curves for two test results of a porous rock from triaxial undrained compression tests are shown in the figure. The pore pressure for the curve B can be the best explained by
A
U<0
B
U=0
C
U>10
D
0<U<10

Correct : c

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axial stress vs strain triaxial undrained compression porous rock testing pore pressure explanation GATE Mining Engineering 2023 mining engineering gate triaxial compression test pore pressure range GATE 2023 questions

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