Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression

<div>Variation in the peak strength of the specimens containing a grout-infilled flaw and unfilled flaw with the confining pressure when the flaw inclination angle is (a) 30° and (b) 45°.</div>

Shock and Vibration

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Figure 11

Figure 11: Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression 

Figure 11 | Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression 