Experimental Study on the Utilization of Fine Steel Slag on Stabilizing High Plastic Subgrade Soil

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">FSSA content (%)</td><td class="align_center">0.0</td><td class="align_center">5.0</td><td class="align_center">10.0</td><td class="align_center">15.0</td><td class="align_center">20.0</td><td class="align_center">25.0</td></tr><tr><td class="align_center" colspan="7"><hr/></td></tr><tr><td class="align_left">Free swell amount (%)</td><td class="align_center">5.15</td><td class="align_center">4.80</td><td class="align_center">4.60</td><td class="align_center">3.00</td><td class="align_center">2.15</td><td class="align_center">1.65</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Effect of the FSSA additive content on the free swell.

Advances in Civil Engineering

tab5

Table 5

Table 5: Experimental Study on the Utilization of Fine Steel Slag on Stabilizing High Plastic Subgrade Soil 