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="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Frequency (Hz)</td><td class="align_center" rowspan="2">Amplitude (mm)</td><td class="align_center" colspan="3">Operating weight (kg)</td><td class="align_center" rowspan="2">Exciting force (kN)</td><td class="align_center" rowspan="2">Static pressure (kPa)</td></tr><tr class="thead"><td class="align_center">Upper system</td><td class="align_center">Bottom system</td><td class="align_center">Total weight</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">25</td><td class="align_center">1.2∼1.3</td><td class="align_center">107.08∼115.01</td><td class="align_center">170.69∼179.33</td><td class="align_center">277.77∼294.34</td><td class="align_center">5.3</td><td class="align_center">154.0∼163.2</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Vibration parameter configuration standard of the vertical vibratory compactor.</div>

Advances in Civil Engineering

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Table 1

Table 1: A Prediction Method for the California Bearing Ratio of Soil-Rock Mixture Based on the Discrete Element Method and CT Scanning 