School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
Hu Nan Shizhuyuan Non-Ferrous Metal Limited Liability Corporation, Chenzhou 423037, China.
Int J Environ Res Public Health. 2022 Sep 16;19(18):11679. doi: 10.3390/ijerph191811679.
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.
露天矿山高陡边坡的稳定性与矿山作业和周边居民的生命安全息息相关,因此确保边坡的安全稳定至关重要。本文以狮子园有色金属矿由地下开采转为露天开采为例,研究了不同工况下高陡边坡的危险分类和稳定性分析。首先,通过现场调查和取样获得了岩石力学参数数据。然后,建立了露天矿山的边坡模型,并对模型中的一些边坡进行了定性和定量分析。采用强度折减法和极限平衡法计算了各工况下的安全系数,指出了潜在的不稳定区域。结果表明,所选边坡在所有工况下均安全稳定。最后,在保证矿山安全稳定的前提下,将最终边坡角从原来的 45°21'35″优化至 55°30'41″,降低生产成本,提高采矿效率。最终得到满足稳定性要求的最终露天边界。