The Monitoring-Based Analysis on Deformation-Controlling Factors and Slope Stability of Reservoir Landslide: Hongyanzi Landslide in the Southwest of China

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Zone</td><td class="align_center">Saturated hydraulic coefficient (m/d)</td><td class="align_center">Effective cohesive force (kPa)</td><td class="align_center">Internal friction force (degree)</td><td class="align_center">Dry density (g/cm<sup>3</sup>)</td><td class="align_center">Saturated density (g/cm<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Debris flow deposit</td><td class="align_center">0.45</td><td class="align_center">22</td><td class="align_center">12.9</td><td class="align_center">2.3</td><td class="align_center">2.7</td></tr><tr><td class="align_left">Underlying bedrock</td><td class="align_center">0.001</td><td class="align_center">3200</td><td class="align_center">44</td><td class="align_center">2.6</td><td class="align_center">3.0</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical parameters used in numerical simulation.</div>

Geofluids

tab2

Table 2

Table 2: The Monitoring-Based Analysis on Deformation-Controlling Factors and Slope Stability of Reservoir Landslide: Hongyanzi Landslide in the Southwest of China 

Table 2 | The Monitoring-Based Analysis on Deformation-Controlling Factors and Slope Stability of Reservoir Landslide: Hongyanzi Landslide in the Southwest of China 