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

<table class="table-group" id="tab6"><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">Unconfined compressive strength (kPa)</td><td class="align_center">142.95</td><td class="align_center">196.41</td><td class="align_center">209.54</td><td class="align_center">270.30</td><td class="align_center">310.12</td><td class="align_center">285.11</td></tr><tr><td class="align_left">Strain at failure (%)</td><td class="align_center">7.24</td><td class="align_center">5.26</td><td class="align_center">3.95</td><td class="align_center">3.68</td><td class="align_center">3.42</td><td class="align_center">2.50</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 unconfined compressive strength and strain at failure.

Advances in Civil Engineering

tab6

Table 6

Table 6: Experimental Study on the Utilization of Fine Steel Slag on Stabilizing High Plastic Subgrade Soil 