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巨厚煤層開采覆巖破壞規(guī)律及地表變形研究

發(fā)布時(shí)間:2018-09-08 06:18
【摘要】:我國(guó)西北部地區(qū)巨厚煤層分布較廣,煤層開采后覆巖移動(dòng)及地表下沉規(guī)律與一般厚度煤層的相比具有很大的差異性。論文針對(duì)鄂爾多斯地區(qū)煤層厚度大,地表多為黃土層所覆蓋等特殊地質(zhì)條件,結(jié)合不連溝煤礦典型工作面采后地表下沉現(xiàn)象,綜合運(yùn)用現(xiàn)場(chǎng)踏勘、理論分析、相似材料試驗(yàn)和數(shù)值模擬等方法,對(duì)該地區(qū)巨厚煤層開采覆巖移動(dòng)及地表下沉特征進(jìn)行了系統(tǒng)研究。論文主要取得了以下研究成果:(1)結(jié)合不連溝煤礦覆巖結(jié)構(gòu),運(yùn)用關(guān)鍵層理論,得到了不連溝煤礦6#煤層頂板覆巖中存在的關(guān)鍵層數(shù)量、初次破斷及周期破斷規(guī)律,并結(jié)合失穩(wěn)條件,給出了關(guān)鍵層破斷巖塊形成結(jié)構(gòu)的失穩(wěn)形式。(2)分析巨厚煤層開采特點(diǎn),建立了高位短懸臂梁-臺(tái)階巖梁的力學(xué)模型,推導(dǎo)出了該結(jié)構(gòu)不發(fā)生滑動(dòng)失穩(wěn)所需支撐力的表達(dá)式,帶入相關(guān)參數(shù)后得出,巨厚煤層大采高采場(chǎng)頂板需要更大的支護(hù)強(qiáng)度。(3)區(qū)域內(nèi)巨厚煤層采后覆巖只存在兩帶即垮落帶和裂縫帶;通過(guò)現(xiàn)場(chǎng)觀測(cè)、數(shù)值模擬及相似材料模擬得出關(guān)鍵層對(duì)導(dǎo)裂帶發(fā)育、地表沉陷等起控制作用,采后在工作面兩側(cè)及切眼一側(cè)覆巖破斷后沿垮落角方向的裂隙明顯,裂縫寬度大,薄基巖礦區(qū)導(dǎo)裂帶包絡(luò)線呈正梯形。
[Abstract]:Thick coal seams are widely distributed in Northwest China, and the laws of overlying strata movement and surface subsidence after coal mining are quite different from those of common thick coal seams. The subsidence phenomenon is studied systematically by using the methods of field investigation, theoretical analysis, similar material test and numerical simulation. The main research results are as follows: (1) Combining with the overburden structure of Duangou Coal Mine, the key stratum theory is applied to get the Duangou Coal Mine. 6 # coal seam roof overburden in the number of key strata, the first break and periodic break law, combined with instability conditions, the formation of key strata broken rock block structure of the instability form. (2) analysis of the mining characteristics of thick coal seam, the establishment of a high-level short cantilever beam-bench rock beam mechanical model, derived the structure of the sliding instability. The expression of supporting force is introduced, and it is concluded that the roof of large mining height stope in huge thick seam needs more supporting strength. (3) There are only two zones of collapse zone and fracture zone in the overlying strata of huge thick seam after mining. Through field observation, numerical simulation and similar material simulation, it is concluded that the key strata control the development of leading fracture zone and surface subsidence. After mining, the cracks along the caving angle direction are obvious on both sides of the working face and one side of the cut hole, and the width of the cracks is large, and the envelope of the fracture conduction zone in the thin bedrock mining area is normal trapezoidal.
【學(xué)位授予單位】:中國(guó)礦業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2016
【分類號(hào)】:TD325

【參考文獻(xiàn)】

相關(guān)期刊論文 前1條

1 錢鳴高,繆協(xié)興;采場(chǎng)上覆巖層結(jié)構(gòu)的形態(tài)與受力分析[J];巖石力學(xué)與工程學(xué)報(bào);1995年02期

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本文編號(hào):2229626

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