Influence of Clay Fraction and Mineral Composition on Unsaturated Characteristics of Cohesive Foundation Soil in Airports

<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 class="align_left">Serial number</td><td class="align_center">Residual moisture content (%)</td><td class="align_center">Residual matric suction (kPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">A#</td><td class="align_center">15.70</td><td class="align_center">42.38</td></tr><tr><td class="align_left">B#</td><td class="align_center">17.98</td><td class="align_center">38.24</td></tr><tr><td class="align_left">C#</td><td class="align_center">14.24</td><td class="align_center">50.36</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Characteristic parameter of SWCC.</div>

Geofluids

tab2

Table 2

Table 2: Influence of Clay Fraction and Mineral Composition on Unsaturated Characteristics of Cohesive Foundation Soil in Airports 