Mechanical Behavior and Damage Evolution for Granite Subjected to Cyclic Loading

<div>Time history curves of stress and cumulative AE count of samples under cyclic loading. (a) <i>σ</i><sub>3</sub> = 0 MPa. (b) <i>σ</i><sub>3</sub> = 35 MPa.</div>

Advances in Materials Science and Engineering

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Figure 2

Figure 2: Mechanical Behavior and Damage Evolution for Granite Subjected to Cyclic Loading 