Cracking Behaviors and Mechanical Properties of Rock-Like Specimens with Two Unparallel Flaws under Conventional Triaxial Compression

<div>Peak strength of the specimens (a) 2<i>b</i>-0-60-60 and (b) 2<i>b</i>-30-60-60 having different bridge lengths.</div>

Advances in Civil Engineering

Figure 11: Cracking Behaviors and Mechanical Properties of Rock-Like Specimens with Two Unparallel Flaws under Conventional Triaxial Compression 