Deformation failure characteristics and stability evaluation of Jinlong Slope in Nanshui Town, Zhuhai
The analysis and evaluation of slope stability is an indispensable link in slope investigation and evaluation. This article takes the Jinlong Slope in Zhuhai City as the research object to analyze its development characteristics, influencing factors, and formation mechanism. Through identifying the exposed and structural characteristics of the slope rock and soil, and based on the typical section C and φ Value inversion analysis and sensitivity analysis results, the physical and mechanical parameters are obtained of the rock and soil mass of the Jinlong slope. Then the limit equilibrium method is used to analyze and evaluate the stability of the Jinlong slope. The evaluation results indicate that the Jinlong slope lacks stability under natural conditions and is unstable under saturated and saturated+seismic conditions.
Jinlong sloperock bedding slopedevelopment characteristicsdeformation and failurestability evaluationZhuhai