Geotechnical Characteristics and Stability Analysis of Rock-Soil Aggregate Slope at the Gushui Hydropower Station, Southwest China

<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 align="left">Conditions </td><td align="center">Natural slope</td><td align="center">Heavy rainfall</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Global slope stability</td><td align="center">1.435</td><td align="center">1.215</td></tr><tr><td align="left">Local slope stability case 1</td><td align="center">1.368</td><td align="center">1.136</td></tr><tr><td align="left">Local slope stability case 2</td><td align="center">1.159</td><td align="center">0.953</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Computed results for the safety factor of Gendakan slope under different conditions. 

The Scientific World Journal

tab5

Table 5

Table 5: Geotechnical Characteristics and Stability Analysis of Rock-Soil Aggregate Slope at the Gushui Hydropower Station, Southwest China 