李小双, 支学艺, 张东明, 王孟来. 2017: 露天转地下采场覆岩变形破坏特征及其层厚效应研究. 工程地质学报, 25(s1): 78-89. DOI: 10.13544/j.cnki.jeg.2017.s1.013
    引用本文: 李小双, 支学艺, 张东明, 王孟来. 2017: 露天转地下采场覆岩变形破坏特征及其层厚效应研究. 工程地质学报, 25(s1): 78-89. DOI: 10.13544/j.cnki.jeg.2017.s1.013
    LI Xiaoshuang, ZHI Xueyi, ZHANG Dongming, WANG Menglai. 2017: RESEARCH ON DEFORMATION AND FAILURE CHARACTER AND THE THICKNESS-EFFECT OF THE OVERLYING STRATA TRANSITION FROM OPEN PIT TO UNDERGROUND MINING. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 78-89. DOI: 10.13544/j.cnki.jeg.2017.s1.013
    Citation: LI Xiaoshuang, ZHI Xueyi, ZHANG Dongming, WANG Menglai. 2017: RESEARCH ON DEFORMATION AND FAILURE CHARACTER AND THE THICKNESS-EFFECT OF THE OVERLYING STRATA TRANSITION FROM OPEN PIT TO UNDERGROUND MINING. JOURNAL OF ENGINEERING GEOLOGY, 25(s1): 78-89. DOI: 10.13544/j.cnki.jeg.2017.s1.013

    露天转地下采场覆岩变形破坏特征及其层厚效应研究

    RESEARCH ON DEFORMATION AND FAILURE CHARACTER AND THE THICKNESS-EFFECT OF THE OVERLYING STRATA TRANSITION FROM OPEN PIT TO UNDERGROUND MINING

    • 摘要: 借助数字照相量测技术,通过相似材料模拟试验,对6.80m、11.40m两种不同矿层厚度条件下,云磷集团晋宁磷矿2#坑口露天转崩落法地下开采后采场上覆岩层的变形破坏特征及动态演化过程进行了系统研究,同时对采场覆岩变形破坏特征的层厚效应进行了探讨分析。结果表明: (1)采场覆岩变形破坏的范围与程度均随着地下采场开挖空间范围的增加而增大,其演化过程可划分为局部小范围冒顶、线性持续增大以及整体非线性剧烈垮塌3个阶段;(2)矿体层厚由6.80m增至11.40m后,采场覆岩受采动影响的范围、变形破坏的幅度及垮落角均增大,沉降曲线则由类瓢形变为类半碗型;(3)充分开采阶段后,采场覆岩的变形破坏演化过程呈现明显突发性与时间效应。相关研究结论可为矿山露转井后地压管理提供一定的理论参考。

       

      Abstract: With the help of digital photographic measurement technology, the deformation and failure character and dynamical evolution process of the overlying rock strata of NO.2 open-pit of Jingning phosphorite mine of Yunnan Phosphate Chemical Group Co., LTD., was studied during transformation from open-pit to underground mining of sublevel caving method. And we carried similar material simulating experiment to do target researching on these issues. In the meantime, the thickness effects of the deformation and failure character of the overmation and failure character of the overlying rock strata was also investigated. The results showed that:(1)As the stope spatial range is increased, the range and extent of tlying rock strata increases. And the evolution process of mining deformation of the overlying rock strata could be divided into three stages, which contained the stage of roof caving in originally small and local scale, linear continuous increase stage and the whole nonlinear violent collapse stage. (2)After the ore body thickness increasing from 6.80meters to 11.40meters, the mining influence area of overlying rock strata, the extent of deformation and failure and caving angle all extend, and the geometric shape of settlement curve changed from approximate ladle-shaped type to asymmetric half-bow shape. (3)After the full recovery stage, the evolution process of mining deformation and failure of the overlying rock strata appear obviously paroxysmal and timing effects. The conclusions provide a theoretical reference for ground pressure management in mine transition from open pit to underground mining.

       

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