Ground-Penetrating Radar Evaluation of Moisture and Frost across Typical Saskatchewan Road Soils

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Soil type</td><td align="center">Standard proctor dry optimum density<br/>(kg/m<sup>3</sup>)</td><td align="center">Optimum standard proctor moisture content<br/>(%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Glacial-alluvium gravel base</td><td align="center">2220</td><td align="center">7</td></tr><tr><td align="left">Clay-till subgrade</td><td align="center">1820</td><td align="center">16</td></tr><tr><td align="left">High plastic lacustrine clay subgrade</td><td align="center">1350</td><td align="center">30</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Standard proctor optimum dry density and moisture content data of soils considered in study.

Advances in Civil Engineering

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Table 2

Table 2: Ground-Penetrating Radar Evaluation of Moisture and Frost across Typical Saskatchewan Road Soils 