Landslide Failure Mechanisms of Dispersive Soil Slopes in Seasonally Frozen Regions

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Soil layer</td><td class="align_center">Cohesive force <i>c</i> (kPa)</td><td class="align_center">Internal friction angle <i>φ</i> (°)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left"><i>a</i></td><td class="align_center">7.1</td><td class="align_center">2.5</td></tr><tr><td class="align_left"><i>b</i></td><td class="align_center">45.3</td><td class="align_center">10.5</td></tr><tr><td class="align_left"><i>c</i></td><td class="align_center">87.5</td><td class="align_center">17.3</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Shear strength indexes of each layer of soil.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Landslide Failure Mechanisms of Dispersive Soil Slopes in Seasonally Frozen Regions 