Experimental Study on the Property Degradation and Failure Mechanism of Weakly Cemented Sandstone under Dry-Wet Cycles

<div>Uniaxial stress-strain curves of the WCST specimens under different numbers of dry-wet cycles. (a) Stress-strain curves. (b) Peak stress and peak strain.</div>

Advances in Materials Science and Engineering

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Figure 6

Figure 6: Experimental Study on the Property Degradation and Failure Mechanism of Weakly Cemented Sandstone under Dry-Wet Cycles 