Mechanical Behavior and Energy Evolution of Sandstone considering Slenderness Ratio Effect

<div>Variation of AE ringing count, the cumulative AE ringing count, and stress with time at different slenderness ratios (<i>D</i>). (a) <i>D</i> = 1.0. (b) <i>D</i> = 1.5. (c) <i>D</i> = 2.0. (d) <i>D</i> = 3.0.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Mechanical Behavior and Energy Evolution of Sandstone considering Slenderness Ratio Effect 