An Experimental Investigation for Seepage-Induced Instability of Confined Broken Mudstones with Consideration of Mass Loss

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="11"><hr/></td></tr><tr><td class="align_left">Talbol power exponent</td><td class="align_center">0.1</td><td class="align_center">0.2</td><td class="align_center">0.3</td><td class="align_center">0.4</td><td class="align_center">0.5</td><td class="align_center">0.6</td><td class="align_center">0.7</td><td class="align_center">0.8</td><td class="align_center">0.9</td><td class="align_center">1.0</td></tr><tr><td class="align_left" colspan="11"><hr/></td></tr><tr><td class="align_left">Natural packing height (mm)</td><td class="align_center">147</td><td class="align_center">150</td><td class="align_center">153</td><td class="align_center">155</td><td class="align_center">156</td><td class="align_center">160</td><td class="align_center">163</td><td class="align_center">166</td><td class="align_center">170</td><td class="align_center">172</td></tr><tr class="table-tr"><td colspan="11"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

The natural packing height (mm) of tested samples with different Talbols.

Geofluids

tab2

Table 2

Table 2: An Experimental Investigation for Seepage-Induced Instability of Confined Broken Mudstones with Consideration of Mass Loss 