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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Borehole diameter (mm)</td><td class="align_center">Anchor diameter (mm)</td><td class="align_center">Elasticity modulus of cement (GPa)</td><td class="align_center">Friction angle of cement (°)</td><td class="align_center">Cohesion of cement (kPa)</td><td class="align_center">Tensile strength (kPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">65.0</td><td class="align_center">20.8</td><td class="align_center">200</td><td class="align_center">35.0</td><td class="align_center">3180</td><td class="align_center">1430</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Design parameters of anchor cables.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Failure Mechanism and Mitigation Measures of the G1002 Electricity Pylon Landslide at the Jinping I Hydropower Station 