Numerical Analyses of Fracturing Behavior and Strength of Specimens with Two Parallel Infilled Flaws under Uniaxial Compression

<div>Contact force of samples containing open and infilled flaws with <i>β</i> of 120° and <i>α</i> of 0°, 45°, and 90° when the loading stress reaches the peak stress.</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Numerical Analyses of Fracturing Behavior and Strength of Specimens with Two Parallel Infilled Flaws under Uniaxial Compression 