Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Scenarios</td><td class="align_center">Stability coefficient</td><td class="align_center">Residual thrust (kN/m)</td><td class="align_center">Stable state</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Natural</td><td class="align_center">1.16</td><td class="align_center">0</td><td class="align_center">Stable</td></tr><tr><td class="align_left">Rainfall</td><td class="align_center">0.98</td><td class="align_center">381.89</td><td class="align_center">Unstable</td></tr><tr><td class="align_left">Earthquake</td><td class="align_center">1.07</td><td class="align_center">187.57</td><td class="align_center">Stable</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Stability coefficients of the residual soil under different scenarios.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station 