The Time Effect and Micromechanism of the Unconfined Compressive Strength of Cement Modified Slurries

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Cement content/(%)</td><td class="align_center">Curing age/(d)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">5, 10, 15, 20, 25</td><td class="align_center">7, 14, 28, 56, 90, 120, 150, 180</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The unconfined compressive strength (UCS) test scheme.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: The Time Effect and Micromechanism of the Unconfined Compressive Strength of Cement Modified Slurries 