Strength Characteristics and the Reaction Mechanism of Stone Powder Cement Tailings Backfill

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Peak</td><td class="align_center">Peak 1</td><td class="align_center">Peak 2</td><td class="align_center">Peak 3</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Relaxation time range, T2 (ms)</td><td class="align_center">0.3∼3</td><td class="align_center">7∼60</td><td class="align_center">78∼310</td></tr><tr><td class="align_left">Bound-state water</td><td class="align_center">Adsorbed water</td><td class="align_center">Capillary water</td><td class="align_center">Free water</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Relaxation time range of Peak 1, Peak 2, and Peak 3 and the corresponding bound state water.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Strength Characteristics and the Reaction Mechanism of Stone Powder Cement Tailings Backfill 