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

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Basalt fiber content (%)</td><td class="align_center" colspan="4">Sand content (%)</td></tr><tr class="thead"><td class="align_center">0</td><td class="align_center">8</td><td class="align_center">16</td><td class="align_center">24</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">1</td><td class="align_center">1.61</td><td class="align_center">1.32</td><td class="align_center">0.91</td></tr><tr><td class="align_left">0.4</td><td class="align_center">1.42</td><td class="align_center">1.64</td><td class="align_center">1.14</td><td class="align_center">1.33</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Complementary coefficient of soil specimens stabilized with sand and basalt fiber.</div>

Advances in Materials Science and Engineering

tab7

Table 7

Table 7: Experimental Research on Microstructure and Physical-Mechanical Properties of Expansive Soil Stabilized with Fly Ash, Sand, and Basalt Fiber 

Table 7 | Experimental Research on Microstructure and Physical-Mechanical Properties of Expansive Soil Stabilized with Fly Ash, Sand, and Basalt Fiber 