Laboratory Evaluation of Asphalt Binder Modified with Crumb Rubber and Basalt Fiber

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">BF content (%)</td><td class="align_center">Failure strength (MPa)</td><td class="align_center">Failure strain (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">2.45</td><td class="align_center">0.25</td></tr><tr><td class="align_left">0.2</td><td class="align_center">2.98</td><td class="align_center">1.87</td></tr><tr><td class="align_left">0.3</td><td class="align_center">3.10</td><td class="align_center">2.66</td></tr><tr><td class="align_left">0.4</td><td class="align_center">2.71</td><td class="align_center">1.65</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab7

Table 7

Table 7: Laboratory Evaluation of Asphalt Binder Modified with Crumb Rubber and Basalt Fiber 