Numerical Test Research on Loading Rate Effect of Rock Mass with Transfixion Sawtooth Structural Plane

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Elastic modulus (GPa)</td><td class="align_center">Compressive strength (MPa)</td><td class="align_center">Homogeneity</td><td class="align_center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Structural body</td><td class="align_center">30</td><td class="align_center">100</td><td class="align_center">2</td><td class="align_center">0.26</td></tr><tr><td class="align_left">Structural plane</td><td class="align_center">3</td><td class="align_center">10</td><td class="align_center">1.5</td><td class="align_center">0.26</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Numerical specimen properties.</div>

Advances in Civil Engineering

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Table 1

Table 1: Numerical Test Research on Loading Rate Effect of Rock Mass with Transfixion Sawtooth Structural Plane 