Study on Mechanical Model for Postpeak Shear Behavior of Rock Joints Based on Degradation Characteristics of the 3D Morphology

<div>Test results of the red sandstone sample: (a) loading stage of normal stress for the shear test; (b) loading stage of shear stress for the shear test; and (c) uniaxial compression.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Study on Mechanical Model for Postpeak Shear Behavior of Rock Joints Based on Degradation Characteristics of the 3D Morphology 