Numerical Analysis for the Progressive Failure of Binary-Medium Interface under Shearing

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Contact modulus (GPa)</td><td class="align_center">Contact stiffness ratio</td><td class="align_center">Bond radius coefficient</td><td class="align_center">Bond modulus (GPa)</td><td class="align_center">Bond stiffness ratio</td><td class="align_center">Normal bond strength (MPa)</td><td class="align_center">Shear bond strength (MPa)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">27</td><td class="align_center">2.1</td><td class="align_center">1.0</td><td class="align_center">27</td><td class="align_center">2.1</td><td class="align_center">46</td><td class="align_center">46</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Microscopic parameters for rock mass.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Numerical Analysis for the Progressive Failure of Binary-Medium Interface under Shearing 