Formation Mechanism and Stability Analysis of the Hejia Landslide

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Position</td><td class="align_center">Friction coefficient</td><td class="align_center">Cohesion (kPa)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Above water</td><td class="align_center">0.606</td><td class="align_center">118</td></tr><tr><td class="align_left">Under water</td><td class="align_center">0.485</td><td class="align_center">36</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Results of the particle size analysis test of the sliding zone soil.</div>

Advances in Materials Science and Engineering

tab6

Table 6

Table 6: Formation Mechanism and Stability Analysis of the Hejia Landslide 