A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Mineral</td><td class="align_center">Quartz</td><td class="align_center">Mica</td><td class="align_center">Plagioclase</td><td class="align_center">Hematite</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Proportion (%)</td><td class="align_center">76.6</td><td class="align_center">19.6</td><td class="align_center">2.1</td><td class="align_center">1.7</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mineral composition of the rock.</div>

Advances in Civil Engineering

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Table 3

Table 3: A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning 