Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology

<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">Working condition</td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">3</td><td class="align_center">4</td><td class="align_center">5</td><td class="align_center">6</td><td class="align_center">7</td><td class="align_center">8</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Selection of passes</td><td class="align_center">1/2/4</td><td class="align_center">1/3/5</td><td class="align_center">1/2/4</td><td class="align_center">1/3/4</td><td class="align_center">1/2/4</td><td class="align_center">1/3/5</td><td class="align_center">1/3/5</td><td class="align_center">1/3/5</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Selection of rolling passes among the different compaction degrees.</div>

Advances in Civil Engineering

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Table 3

Table 3: Compaction Quality Inspection Method of Soil-Rock Filled Embankment Based on Continuous Compaction Control Technology 