Slope Stability Analysis And Engineering Treatment Method After Yunyang Gaolian Building

Based on the engineering slope background of Li Shugao's construction of houses,this paper uses on-site engineering survey,slope stability analysis method and engineering design calculation method to carry out slope geological conditions and engineering characteristics analysis and construction of post-slope slope hazard.Characteristics and stability evaluation analysis;according to the slope stability requirements and slope management engineering requirements,the slope calculation engineering parameters calculation and design analysis,slope treatment engineering monitoring design analysis,slope management engineering construction organization design analysis and side Research work on environmental design analysis of slope treatment engineering,and draw the following conclusions and results:(1)Through the analysis of the geological conditions of the slope treatment project,the water-filling height of the slope treatment project and the basic characteristics of the slope unloading zone are clarified;the analysis shows that the slope unloading zone does not penetrate the entire slope top,the slope The whole is in a basically stable state;the slope crack develops,and is controlled by the combination of cracks,and the deformation is mainly caused by local deformation and instability.(2)It is determined that the safety grade and safety factor of the slope treatment engineering,the calculation parameters of the slope engineering stability and the integrity of the slope rock mass are classified as incomplete.(3)Through the slope stability analysis of the slope stability and the calculation of the residual sliding force,the stability of the slope wedge formed by the three sets of structural planes of the slope and the combined rock mass of the slope along the cambered structural plane are determined.The calculation results show that The combined lateral rock pressure value of the slope along the camber structure surface is large,and the possibility of instability along the camber structure surface is large.According to the analysis of the slope deformation characteristics,combined with the slope stability and residual thrust calculation results,According to the comprehensive evaluation,the whole slope is in a basically stable state,and it is prone to local deformation and instability damage controlled by the combination of cracks.(4)According to the characteristics of the slope treatment project,the comprehensive treatment methods such as “manual removal + ribbed anchor retaining wall + trailing edge interception” and the rational design scheme of slope treatment engineering are proposed,and the design parameters of slope treatment engineering are determined.And indicators.(5)Developed slope monitoring engineering monitoring engineering design,slope treatment engineering construction and slope treatment engineering reasonable plan for environmental management and environmental monitoring.The slope treatment project has a good effect.