建筑物下固体充填开采地表沉陷规律分析

    Analysis of Surface Subsidence Laws of Solid Filling Mining Under Buildings

    • 摘要: 为了研究固体充填开采地表沉陷影响因素,实现建筑物下安全开采,以唐山矿T3281N工作面为工程背景,运用现场实测和FLAC3D数值模拟相结合的方法,分析了地表变形参数与充填体压缩率、充填率的关系。结果表明:实测地表最大下沉值为38 mm,仅占采高的1%,充填开采地表变形较小;充填率从70%增加到95%时,地表下沉峰值和水平变形峰值分别减小了67.1%和70%。;压缩率由25%减小至5%时,地表下沉峰值和水平变形峰值分别减小了61.8%和61.3%;合理提高充填率与压实度能够有效降低开采沉陷程度,充分保护地表建(构)筑物。

       

      Abstract: In order to study the influencing factors of surface subsidence in solid filling mining and realize safe mining under the building, this paper analyzes the relationship between surface deformation parameters and backfill compressibility and backfill ratio by taking the T3281N working face of Tangshan Mine as the engineering background and using the combination of field measurement and FLAC3D numerical simulation. The results show that the maximum sinking value of the measured surface is 38 mm, which only accounts for 1% of the mining height. The surface deformation of the filling mining is small. When the filling rate increases from 70% to 95%, the peak value of the surface subsidence and the horizontal deformation peak are reduced 67.1% and 70%respectively. When the compression ratio is reduced from 25% to 5%, the peak value of surface subsidence and horizontal deformation are reduced by 61.8% and 61.3%, respectively. Reasonable increase of filling rate and compaction can effectively reduce the degree of mining subsidence and fully protect the surface construction.

       

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