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

<div>Growth rate of the strength of the specimens having different flaw lengths under different confining pressures when the flaw inclination angle is (a) 30° and (b) 45°.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression 

Figure 12 | Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression 