Soil-Water Characteristics of the Low Liquid Limit Silt considering Compaction and Freeze-Thaw Action

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Liquid limit (%)</td><td class="align_center">Plastic index (%)</td><td class="align_center">Less than 0.075 mm (%)</td><td class="align_center">Soil particle density (g/cm<sup>3</sup>)</td><td class="align_center">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">Optimal moisture content (%)</td><td class="align_center">Classification</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">25.2</td><td class="align_center">17.1</td><td class="align_center">58.39</td><td class="align_center">2.7</td><td class="align_center">1.84</td><td class="align_center">13.0</td><td class="align_center">ML</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of soil samples in Daxing airport.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Soil-Water Characteristics of the Low Liquid Limit Silt considering Compaction and Freeze-Thaw Action 