Analysis of a Geological Hazard Control Scheme for Landslide in a Mountain
This paper focuses on a geological landslide near the pump house of a hydropower station,located at a curve on the main highway leading to a scenic area.The study uses the limit equilibrium residual thrust method for back-analysis of shear strength parameters and employs the circular arc method to assess and calculate landslide stability.By confirming and analyzing the support design scheme,a comprehensive management approach was im-plemented,which includes"slope cutting and unloading+anchored grid frame+circular anti-slide piles+anchor cables+slope re-greening+drainage ditches,"achieving the desired management outcomes.
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