(4) A triaxial test is conducted on a rock sample with a joint inclined at an angle of 40° to the horizontal. The properties of the intact rock and the joint are given as follows: for intact rock, c=6 MPa, -40°; for joint, cj=2 MPa, g=22°. The confining pressure for the test is 10 MPa. Determine which will fail first, the intact rock or the joint? Determine the value of the axial stress at failure.

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter3: Natural Soil Deposits And Subsoil Exploration
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(4) A triaxial test is conducted on a rock sample with a joint inclined at an angle of
40° to the horizontal. The properties of the intact rock and the joint are given as
follows: for intact rock, c=6 MPa, -40°; for joint, c;=2 MPa, ø=22°. The
confining pressure for the test is 10 MPa. Determine which will fail first, the
intact rock or the joint? Determine the value of the axial stress at failure.
Transcribed Image Text:(4) A triaxial test is conducted on a rock sample with a joint inclined at an angle of 40° to the horizontal. The properties of the intact rock and the joint are given as follows: for intact rock, c=6 MPa, -40°; for joint, c;=2 MPa, ø=22°. The confining pressure for the test is 10 MPa. Determine which will fail first, the intact rock or the joint? Determine the value of the axial stress at failure.
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