A Study on the Analysis of the Ground Compaction Effect According to the Roller Operation Method through CMV Analysis Using IC Rollers

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">USCS</td><td class="align_center">PI</td><td class="align_center">G<sub>s</sub></td><td class="align_center">Gravel (%)</td><td class="align_center">Sand (%)</td><td class="align_center">Silt (%)</td><td class="align_center">Clay (%)</td><td class="align_center">R<sub>dmax</sub> (t/m<sup>3</sup>)</td><td class="align_center">W<sub>opt</sub> (%)</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">SP-SM</td><td class="align_center">N.P</td><td class="align_center">2.65</td><td class="align_center">9.8</td><td class="align_center">71.4</td><td class="align_center">13.4</td><td class="align_center">4.5</td><td class="align_center">1.93</td><td class="align_center">9.9</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 3

Table 3: A Study on the Analysis of the Ground Compaction Effect According to the Roller Operation Method through CMV Analysis Using IC Rollers 