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="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Nonuniformity coefficient</td><td class="align_center">Curvature coefficient</td><td class="align_center">Liquid limit (%)</td><td class="align_center">Plastic limit (%)</td><td class="align_center">Plasticity index</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">13.8</td><td class="align_center">1.4</td><td class="align_center">30</td><td class="align_center">21</td><td class="align_center">9</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning 