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

<div>Types of coalescence in triaxial compression for specimens with geometries of 2<i>b</i>-0-60-60 and specimens 2<i>b</i>-30-60-60 with different bridge lengths.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Cracking Behaviors and Mechanical Properties of Rock-Like Specimens with Two Unparallel Flaws under Conventional Triaxial Compression 