Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering

<div>Triaxial failure joints (cracks) of sandstone under different confining pressures. (a) Confining pressure of 2 MPa. (b) Confining pressure of 8 MPa.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering 