Influence of Microscopic Parameters on the Stress-Strain Relation in Rocks

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_left"> </td><td class="align_center">UCS (MPa)</td><td class="align_center"><i>E</i> (GPa)</td><td class="align_center"><i>υ</i></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Laboratory results</td><td class="align_center">Average value</td><td class="align_center">27.40</td><td class="align_center">4.20</td><td class="align_center">0.20</td></tr><tr><td class="align_left">Numerical results</td><td class="align_center">Average value</td><td class="align_center">26.64</td><td class="align_center">4.28</td><td class="align_center">0.17</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of the simulation model and the results of the laboratory model.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Influence of Microscopic Parameters on the Stress-Strain Relation in Rocks 