An Experimental Study on the Geotechnical, Mineralogical, and Swelling Behavior of KPK Expansive Soils

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Locations</td><td class="align_center">Samples designation</td><td class="align_center">Deformation (mm)</td><td class="align_center">Swell potential (%)</td><td class="align_center">Swell pressure (kPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Karak</td><td class="align_center">S1</td><td class="align_center">1.92</td><td class="align_center">12.5</td><td class="align_center">280</td></tr><tr><td class="align_left">D.I. Khan</td><td class="align_center">S4</td><td class="align_center">1.38</td><td class="align_center">6.45</td><td class="align_center">150</td></tr><tr><td class="align_left">Kohat</td><td class="align_center">S8</td><td class="align_center">1.64</td><td class="align_center">10.5</td><td class="align_center">245</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Summary of swell potential (S), swell pressure (Sp), and 1D deformation.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: An Experimental Study on the Geotechnical, Mineralogical, and Swelling Behavior of KPK Expansive Soils 