Landslide Failure Mechanisms of Dispersive Soil Slopes in Seasonally Frozen Regions

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Water content (%)</td><td class="align_center">Dry density (g·cm<sup>−3</sup>)</td><td class="align_center">Freezing temperature/thawing temperature (°C)</td><td class="align_center">Freezing time/thawing time (h)</td><td class="align_center">Soaking time (h)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">20</td><td class="align_center">1.33, 1.43, 1.53, 1.63</td><td class="align_center">−20/20</td><td class="align_center">48/12</td><td class="align_center">72</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Shear strength test conditions of dispersive soil.</div>

Advances in Civil Engineering

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Table 4

Table 4: Landslide Failure Mechanisms of Dispersive Soil Slopes in Seasonally Frozen Regions 