Hazard Classification and Stability Analysis of High and Steep Slopes from Underground to Open-Pit Mining

The stability of high and steep slopes in open-pit mines is closely related to the mine operations and the lives of the surrounding residents, so it is important to ensure the safety and stability of the slopes. Hazard classification and stability analysis of high and steep slopes under different working conditions are studied using the Shizhuyuan non-ferrous metal mine from underground to open-pit mining as a typical example. Firstly, data on rock mechanics parameters were obtained through site investigation and sampling. Then, the slope model of the open-pit mine was established and some slopes were selected in the model for qualitative and quantitative analysis. The strength reduction method and the limit equilibrium method were used to calculate the safety factor under each working condition and point out the potential instability areas. The results show that the selected slopes are safe and stable under all working conditions. Finally, on the premise of maintaining the safety and stability of the mine, the final slope angle was optimized from the original 45°21'35′′ to 55°30'41′′ to reduce production costs and increase mining efficiency. The final open-pit boundary that meets the stability requirements was eventually obtained

Boundary (topology · Coal mining · Factor of safety · Geotechnical engineering · Hazard · Hazard analysis · Mining engineering · Open-pit mining · Reliability engineering · Safety factor · Slope stability · Stability (learning theory · Strength reduction · Structural engineering · Underground mining (soft rock) · Waste management · Computer Science · Engineering · Environmental Science · Geotechnical Engineering and Analysis · Landslides and related hazards · Mathematics · Rock Mechanics and Modeling · Geology