Experimental Study of Multiple Physical Parameters Monitoring during Uniaxial Loading Process of Sandstone

<div>The vertical displacement fields of A16Q at different stress level. (a) Stress level = 1.6% <i>σ</i><sub>s</sub>. (b) Stress level = 96.4% <i>σ</i><sub>s</sub>. (c) Stress level = 100% <i>σ</i><sub>s</sub>.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Experimental Study of Multiple Physical Parameters Monitoring during Uniaxial Loading Process of Sandstone 