Development of PMC Numerical Model for Soil and Stone Mixture

<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">Geotechnical materials</td><td class="align_center"><i>φ</i><sub><i>c</i></sub> (°)</td><td class="align_center"><i>φ</i><sub><i>e</i></sub> (°)</td><td class="align_center"><i>V</i><sub>0</sub> (kPa)</td><td class="align_center"><i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Soil-stone mixture</td><td class="align_center">38.1</td><td class="align_center">42.7</td><td class="align_center">6.4</td><td class="align_center">0.92</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>PMC material parameters of soil-stone mixture.</div>

Advances in Civil Engineering

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Table 1

Table 1: Development of PMC Numerical Model for Soil and Stone Mixture 