Numerical Study of Ground Vibrations Caused by Cylindrical Wave Propagation in a Rock Mass with a Structural Plane

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Density (<i>ρ</i>, kg/m<sup>3</sup>)</td><td class="align_center">2650</td></tr><tr><td class="align_left">Bulk modulus (<i>K</i>, GPa)</td><td class="align_center">59.5</td></tr><tr><td class="align_left">Shear modulus (<i>G</i>, GPa)</td><td class="align_center">23</td></tr><tr><td class="align_left">P-wave velocity (<i>c</i><sub>p</sub>, m/s)</td><td class="align_center">5830</td></tr><tr><td class="align_left">S-wave velocity (<i>c</i><sub>s</sub>, m/s)</td><td class="align_center">2940</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of rock material in UDEC modeling.</div>

Shock and Vibration

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Table 1

Table 1: Numerical Study of Ground Vibrations Caused by Cylindrical Wave Propagation in a Rock Mass with a Structural Plane 