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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Serial number</td><td class="align_center">Montmorillonite (%)</td><td class="align_center">Illite (%)</td><td class="align_center">Chlorite (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1#</td><td class="align_center">45</td><td class="align_center">4</td><td class="align_center">2</td></tr><tr><td class="align_left">2#</td><td class="align_center">26</td><td class="align_center">7</td><td class="align_center">0</td></tr><tr><td class="align_left">3#</td><td class="align_center">15</td><td class="align_center">2</td><td class="align_center">0</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Soil sample with different clay mineral contents.</div>

Geofluids

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Table 3

Table 3: Influence of Clay Fraction and Mineral Composition on Unsaturated Characteristics of Cohesive Foundation Soil in Airports 