Energy Evolution Characteristics and Distribution Laws of Rock Materials under Triaxial Cyclic Loading and Unloading Compression

<div>A complete stress-strain curve of the red sandstone specimen during the triaxial cyclic loading-unloading compression (<i><i>σ</i></i><sub>3</sub> = 10 MPa).</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Energy Evolution Characteristics and Distribution Laws of Rock Materials under Triaxial Cyclic Loading and Unloading Compression 