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

<div>Failure modes of the specimens with an unfilled flaw at <i>σ</i><sub>3</sub> = 1.0 MPa and <i>σ</i><sub>3</sub> = 4.0 MPa (Sun [<a href="/journals/sv/2019/4909534/#B21">21</a>]).</div>

Shock and Vibration

fig10

Figure 10

Figure 10: Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression 

Figure 10 | Experimental Investigation on Failure Modes and Mechanical Properties of Rock-Like Specimens with a Grout-Infilled Flaw under Triaxial Compression 