Experimental Research on Microstructure and Physical-Mechanical Properties of Expansive Soil Stabilized with Fly Ash, Sand, and Basalt Fiber

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Specific gravity</td><td class="align_center">Optimum moisture content (%)</td><td class="align_center">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">Liquid limit (%)</td><td class="align_center">Plastic limit (%)</td><td class="align_center">Plasticity index (%)</td><td class="align_center">Free swell ratio (%)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">2.71</td><td class="align_center">18.9</td><td class="align_center">1.76</td><td class="align_center">42.8</td><td class="align_center">22.0</td><td class="align_center">20.8</td><td class="align_center">46</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of expansive soil.</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: Experimental Research on Microstructure and Physical-Mechanical Properties of Expansive Soil Stabilized with Fly Ash, Sand, and Basalt Fiber 

Table 1 | Experimental Research on Microstructure and Physical-Mechanical Properties of Expansive Soil Stabilized with Fly Ash, Sand, and Basalt Fiber 