Numerical Analysis of the Mechanical Behavior and Failure Mode of Jointed Rock under Uniaxial Tensile Loading

<div>Variation in mechanical behavior of specimens with joint angles. (a) <i>σ</i><sub><i>t</i></sub>. (b) <i>E</i><sub><i>t</i></sub>.</div>

Advances in Civil Engineering

Figure 6: Numerical Analysis of the Mechanical Behavior and Failure Mode of Jointed Rock under Uniaxial Tensile Loading 