Effect of Fly Ash and Cement on the Engineering Characteristic of Stabilized Subgrade Soil: An Experimental Study

<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">Mix ratio</td><td class="align_center">PL</td><td class="align_center">LL</td><td class="align_center">Plasticity index</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Soil+0% FA+0% OPC</td><td class="align_center">19.5</td><td class="align_center">29.51</td><td class="align_center">10.0</td></tr><tr><td class="align_left">Soil+5% FA+2% OPC</td><td class="align_center">23.905</td><td class="align_center">34.78</td><td class="align_center">10.87</td></tr><tr><td class="align_left">Soil+10% FA+4% OPC</td><td class="align_center">22.58</td><td class="align_center">31.71</td><td class="align_center">9.13</td></tr><tr><td class="align_left">Soil+15% FA+6% OPC</td><td class="align_center">18.98</td><td class="align_center">28.67</td><td class="align_center">9.72</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Atterberg limits in subgrade soil by adding fly ash and cement.</div>

Geofluids

tab3

Table 3

Table 3: Effect of Fly Ash and Cement on the Engineering Characteristic of Stabilized Subgrade Soil: An Experimental Study 