Experimental Study on Groutability of Sand Layer concerning Permeation Grouting

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center"><i>d</i><sub>85</sub> (<i>μ</i>m)</td><td class="align_center"><i>d</i><sub>90</sub> (<i>μ</i>m)</td><td class="align_center"><i>d</i><sub>95</sub> (<i>μ</i>m)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">PO.42.5</td><td class="align_center">23.872</td><td class="align_center">28.93</td><td class="align_center">36.127</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div><i>d</i><sub>85</sub>, <i>d</i><sub>90</sub>, and <i>d</i><sub>95</sub> are particle diameters corresponding to 85%, 90%, and 95% of the cement particle-size distribution curve, respectively.<br/></div></td></tr></table>

<div>Characteristic particle size of cement used in the tests.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Experimental Study on Groutability of Sand Layer concerning Permeation Grouting 