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="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Compaction degree (%)</td><td class="align_center">[92, 93)</td><td class="align_center">[93, 94)</td><td class="align_center">[94, 95)</td><td class="align_center">[95, 96)</td><td class="align_center">[96, 97)</td><td class="align_center">[97, 98)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Vibration time (s)</td><td class="align_center">60</td><td class="align_center">62</td><td class="align_center">64</td><td class="align_center">65</td><td class="align_center">67</td><td class="align_center">70</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Time required for vibration compaction.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning 