Numerical Study on Zonal Disintegration of Deep Rock Mass Using Three-Dimensional Bonded Block Model

<div>Force equation of <i>i</i><sup>th</sup> step and (<i>i</i> + 1)<sup>th</sup> step of contact.</div>

Advances in Civil Engineering

Figure 3: Numerical Study on Zonal Disintegration of Deep Rock Mass Using Three-Dimensional Bonded Block Model 