深凹露天矿高陡边坡稳定性分析与设计优化

Stability Analysis and Design Optimization of High and Steep Slope in Shuichang Open-pit Mine

  • 摘要: 以首钢水厂铁矿为依托工程,在系统的边坡工程地质勘查、岩体结构、水文地质调查与渗流场分析、矿区地应力场测量和矿岩物理力学特性测试的基础上,采用固-流耦合的有限差分法、离散单元法和极限平衡分析法相结合的方法,进行了水厂铁矿高陡边坡稳定性的系统分析研究和边坡优化设计,使水厂铁矿各分区的总体边坡角提高了1~6°.

     

    Abstract: Shuichang open-pit iron mine in China was taken as the engineering project of the study. Based on systematical investigation and study of engineering-geological conditions, rock mass structures, hydro-geological and permeability field conditions, in situ stress measurement, physical and mechanical property tests of rock mass, the stability analysis and design optimization of the slope for Shuichang open-pit mine were completed. Through the study, the overall slope angle for every sub-zones is increased 1-6°.

     

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