Experimental Study of the Mechanical Characteristics of a Rock-Like Material Containing a Preexisting Fissure under Loading and Unloading Triaxial Compression

<div>Failure modes of rock-like specimens with preexisting fissures under type I (a) and II (b) tests. ①, ②, and ③ represent wing cracks, antiwing cracks, and tensile cracks, respectively.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Experimental Study of the Mechanical Characteristics of a Rock-Like Material Containing a Preexisting Fissure under Loading and Unloading Triaxial Compression 

Figure 11 | Experimental Study of the Mechanical Characteristics of a Rock-Like Material Containing a Preexisting Fissure under Loading and Unloading Triaxial Compression 