Experimental Study on Stabilized Expansive Soil by Blending Parts of the Soil Kilned and Powdered Glass Wastes

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Test performed</td><td class="align_center">Method used</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Free swell</td><td class="align_center">Holtz and Gibbs (1956)</td></tr><tr><td class="align_left">Grain size analysis</td><td class="align_center">ASTM D422-63</td></tr><tr><td class="align_left">Consistency limits</td><td class="align_center">ASTM D4318-17</td></tr><tr><td class="align_left">Modified compaction</td><td class="align_center">ASTM D-18</td></tr><tr><td class="align_left">Unconfined compressive strength (UCS)</td><td class="align_center">ASTM D 2166</td></tr><tr><td class="align_left">California bearing ratio (CBR)</td><td class="align_center">AASHTO T193-93</td></tr><tr><td class="align_left">CBR swell</td><td class="align_center">AASHTO T193-93</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: Experimental Study on Stabilized Expansive Soil by Blending Parts of the Soil Kilned and Powdered Glass Wastes 