Slope stability analysis and classification of safety monitoring in the Limestone Mine
In order to ensure the slope safety during the production process of limestone mine,the article adopts the Morgenstern-Price method and Sarma method in the limit equilibrium method to analyze the stability of the final slope,studies the safety factor of slope stability under different load conditions,divides the final slope safety monitoring level based on slope parameters and safety factors.The results show that after calculation,the safety factors of the selected 4 typical profiles meet the requirements of the code.The final safety monitoring grade of the west side slope is 3,and the safety monitoring grade of the east side slope,north side slope and south side slope is 2.