Influence of “X” Fracture, Confining Pressure, and Temperature on Rock Masses’ Failure Process

<div>Parts of rock-like specimens prepared with (a) sketchy map of “X” fracture specimen with different angles and (b) parts of single “X” fracture rock-like specimen prepared.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Influence of “X” Fracture, Confining Pressure, and Temperature on Rock Masses’ Failure Process 