Seepage and Dynamic Characteristics of Carbonaceous Mudstone Coarse-Grained Soil Embankment with Different Gradations

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Slope condition</td><td class="align_center">Safety factor standard</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Steady state</td><td class="align_center">1.35 ≤ <i>F</i><sub><i>S</i></sub></td></tr><tr><td class="align_left">Unsteady state</td><td class="align_center">1.00 &lt; <i>F</i><sub><i>S</i></sub> &lt; 1.35</td></tr><tr><td class="align_left">Stability failure</td><td class="align_center"><i>F</i><sub><i>S</i></sub> ≤ 1.00</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Classification standard for the safety factor of embankment slope.</div>

Advances in Civil Engineering

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Table 4

Table 4: Seepage and Dynamic Characteristics of Carbonaceous Mudstone Coarse-Grained Soil Embankment with Different Gradations 