Modeling of Shear Crack Propagation in Rock Masses Using Mesh-Free LRPIM

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Method</td><td class="align_center">LRPIM</td><td class="align_center">FLAC<sup>3D</sup></td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Maximum horizontal displacement (mm)</td><td class="align_center">7.051<i>e</i> − 2</td><td class="align_center">6.995<i>e</i> − 2</td></tr><tr><td class="align_left">Error (%)</td><td class="align_center" colspan="2">0.8</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Horizontal displacement comparison.</div>

Advances in Civil Engineering

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Table 2

Table 2: Modeling of Shear Crack Propagation in Rock Masses Using Mesh-Free LRPIM 