Design and Interlocking Stability of Slope Protection Block of H-Type Gravity Mutual-Aid Steel Slag Core Concrete

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center">River sand</td><td class="align_center">Natural gravel</td><td class="align_center">Water reducer</td><td class="align_center">Water</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">480</td><td class="align_center">775</td><td class="align_center">970</td><td class="align_center">11.04</td><td class="align_center">165</td></tr><tr><td class="align_left">1</td><td class="align_center">1.615</td><td class="align_center">2.021</td><td class="align_center">0.023</td><td class="align_center">0.344</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mix ratio of C40 ordinary concrete (kg/m<sup>3</sup>).</div>

Advances in Civil Engineering

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Table 2

Table 2: Design and Interlocking Stability of Slope Protection Block of H-Type Gravity Mutual-Aid Steel Slag Core Concrete 