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深凹露天礦高陡邊坡穩定性分析與設計優化

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

  • 摘要: 以首鋼水廠鐵礦為依托工程,在系統的邊坡工程地質勘查、巖體結構、水文地質調查與滲流場分析、礦區地應力場測量和礦巖物理力學特性測試的基礎上,采用固-流耦合的有限差分法、離散單元法和極限平衡分析法相結合的方法,進行了水廠鐵礦高陡邊坡穩定性的系統分析研究和邊坡優化設計,使水廠鐵礦各分區的總體邊坡角提高了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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