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Analysis on Backfill Mining of 'Under Three' Coal in Zhouyuanshan Mine and Strata Movement Law

机译:周元山矿“三下”煤回填开采及地层运动规律分析。

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In order to solve the problem of "under three" (under railways, buildings and water bodies) coal pillar mining, analysis on backfill mining and strata movement law is carried on in 24 mining district of Zhouyuanshan coal mine. First of all, according to the engineering geology and strata occurrence condition in 24 mining district of Zhouyuanshan coal mine, FLAC2D software be used to establish a two-dimensional numerical model and to analyze and calculate the full caving method, strip method and backfill method and then gaining that backfill mining method is beneficial to improve the protection level of surface buildings and facilities. Then, using the theory of strata control and method of related mechanics to analyze the strata movement law and strata control principle of backfill mining, considering that supporting role of backfill body is mainly on lateral reinforcement of coal pillar and vertical supporting role of overlying strata, forming a cooperative control system of "bearing strata + coal pillar + backfill body" and deducing the equilibrium equations when it is in steady state. At last, using the numerical analysis method, respectively analyzing the surface subsidence of the corresponding important buildings of the three profiles of C-8 exploration line ,C-6 exploration line and A-A (cross section of the profile of C-8 exploration line) after using backfill coal mining in 24 mining district. The results show that: the surface subsidence and horizontal deformation basically control within 30 mm and the surface deformation curvature of buildings generally in 0.1×10-3 /km in 24 mining district of Zhouyuanshan coal mine, which accord with the relevant standards and requirements.
机译:为了解决“三下”(铁路,建筑物,水体下)煤柱开采问题,对周原山煤矿24矿区进行了回填开采及地层运动规律分析。首先,根据周元山煤矿24矿区的工程地质和地层发生情况,利用FLAC2D软件建立二维数值模型,并进行了全冒顶法,剥离法和回填法的分析计算。然后获得了回填采矿方法,有利于提高地面建筑物和设施的保护水平。然后,利用地层控制理论和相关力学方法,对回填开采的地层运动规律和地层控制原理进行了分析,考虑到回填体的支护作用主要是煤柱的横向加固和上覆岩层的竖向支护作用,形成“承压层+煤柱+回填体”的协调控制系统,推导稳态时的平衡方程。最后,采用数值分析的方法,分别分析了C-8勘探线,C-6勘探线和AA(C-8勘探线剖面)三个剖面对应重要建筑物的地面沉降。在24个矿区使用回填煤矿开采后。结果表明:周原山煤矿24矿区地表沉陷和水平变形基本控制在30mm以内,建筑物的表面变形曲率一般在0.1×10 -3 / km。符合相关标准和要求。

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