Experimental Study on Mechanical Properties of Deep Buried Granite under Different Confining Pressures

<div>Stress-strain curves of triaxial cyclic loading and unloading tests with varying confining pressures. (a) The confining pressure is 0 MPa. (b) The confining pressure is 30 MPa.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Experimental Study on Mechanical Properties of Deep Buried Granite under Different Confining Pressures 