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Barapukuria煤礦強(qiáng)含水厚松散層下協(xié)調(diào)減損開(kāi)采技術(shù)研究

發(fā)布時(shí)間:2019-06-18 22:34
【摘要】:孟加拉國(guó)Barakupuria煤礦(簡(jiǎn)稱(chēng)孟巴礦)井田范圍內(nèi)地表覆蓋有100余米厚的強(qiáng)含水松散層UDT,覆巖中除了LDT相對(duì)隔水層外,基本不存在隔水巖層,為了礦井生產(chǎn)安全,不但開(kāi)采覆巖導(dǎo)水裂縫帶不能波及UDT含水層,而且要保證LDT隔水層的完整隔水性。本文在分析孟巴礦地質(zhì)采礦條件特殊性的基礎(chǔ)上,應(yīng)用理論分析計(jì)算、數(shù)值模擬計(jì)算分析、現(xiàn)場(chǎng)探測(cè)分析等綜合方法,對(duì)孟巴礦強(qiáng)含水松散層下協(xié)調(diào)減損開(kāi)采技術(shù)進(jìn)行了深入研究,給出了適合孟巴礦地質(zhì)采礦條件的協(xié)調(diào)減損開(kāi)采方法。通過(guò)對(duì)孟巴礦井田地質(zhì)采礦條件分析,確定了UDT強(qiáng)含水松散層是威脅礦井安全開(kāi)采的主要含水層,協(xié)調(diào)開(kāi)采控制導(dǎo)水裂縫帶不破壞LDT隔水性能是孟巴礦水體下采煤的關(guān)鍵技術(shù)。其次通過(guò)理論分析,解釋了協(xié)調(diào)減損開(kāi)采的理論含義與減損原理,給出邊界協(xié)調(diào)錯(cuò)距布置,能夠分(次)段破壞釋放Ⅵ煤頂板砂巖,有效控制開(kāi)采覆巖導(dǎo)水裂縫帶發(fā)育高度,減小開(kāi)采邊界變形疊加,降低LDT相對(duì)隔水層變形破壞程度,減輕沖擊礦壓災(zāi)害威脅程度。結(jié)合地表沉陷觀測(cè)資料,應(yīng)用概率積分法確定礦井分層邊界協(xié)調(diào)錯(cuò)距的計(jì)算方法。通過(guò)數(shù)值模擬結(jié)果表明,分層協(xié)調(diào)錯(cuò)距布置對(duì)于減小邊界與煤柱的應(yīng)力集中有明顯的作用,能夠有效減輕沖擊礦壓災(zāi)害強(qiáng)度,可以保證導(dǎo)水裂縫帶不波及LDT相對(duì)隔水層,保障UDT水體下安全開(kāi)采。地表沉陷觀測(cè)數(shù)據(jù)計(jì)算表明,邊界錯(cuò)距協(xié)調(diào)布置,能夠有效減輕LDT相對(duì)隔水層的變形破壞程度。綜合分析確定孟巴礦強(qiáng)含水松散層下協(xié)調(diào)減損開(kāi)采技術(shù)方案。研究成果為進(jìn)一步深入研究特厚煤層分層開(kāi)采覆巖破壞規(guī)律奠定了基礎(chǔ),對(duì)制定孟加拉國(guó)Barakupuria煤礦水體下采煤綜合協(xié)調(diào)減損方案具有一定的參考應(yīng)用價(jià)值。
[Abstract]:The surface of Barakupuria coal mine in Bangladesh is covered with strong water-bearing loose layer UDT, overlying rock with a thickness of more than 100 meters. There are basically no water-insulating strata except LDT relative water insulation layer. For the sake of mine production safety, not only the mining of overlying water diversion fracture zone can not spread to UDT aquifer, but also the complete water insulation of LDT water insulation layer should be guaranteed. In this paper, based on the analysis of the particularity of geological mining conditions in Mengba Mine, the coordinated impairment mining technology under strong water cut loose layer in Mengba Mine is deeply studied by using the comprehensive methods of theoretical analysis and calculation, numerical simulation analysis and field detection analysis, and the coordinated impairment mining method suitable for the geological mining conditions of Mengba Mine is given. Based on the analysis of geological mining conditions in Mengba mine field, it is determined that UDT strong water cut loose layer is the main aquifer threatening mine safe mining. Coordinated mining control of water diversion fracture zone does not destroy LDT water insulation performance is the key technology of coal mining under water body of Mengba Mine. Secondly, through theoretical analysis, the theoretical meaning and principle of coordinated impairment mining are explained, and the coordinated dislocation arrangement of boundary is given, which can destroy and release VI coal roof sandstone in (secondary) section, effectively control the development height of water diversion fracture zone of overlying rock, reduce the superposition of mining boundary deformation, reduce the deformation and failure degree of LDT relative water insulation layer, and reduce the threat degree of rock burst disaster. Based on the observation data of surface subsidence, the probability integration method is used to determine the calculation method of coordinated dislocation distance of mine delamination boundary. The numerical simulation results show that the layered coordinated dislocation arrangement plays an obvious role in reducing the stress concentration of the boundary and coal pillar, can effectively reduce the intensity of rock burst disaster, can ensure that the water diversion fracture zone does not affect the LDT relative water insulation layer, and ensures the safe mining under UDT water body. The calculation of surface subsidence observation data shows that the coordinated arrangement of boundary dislocation can effectively reduce the deformation and failure degree of LDT relative to water insulation layer. The technical scheme of coordinated impairment mining under strong water cut loose layer in Mengba Mine is determined by comprehensive analysis. The research results lay a foundation for further study on the failure law of overlying rock in ultra-thick coal seam layered mining, and have certain reference and application value for formulating the comprehensive coordinated reduction scheme of coal mining under the water body of Barakupuria coal mine in Bangladesh.
【學(xué)位授予單位】:西安科技大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2016
【分類(lèi)號(hào)】:TD823

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 余學(xué)義;陳輝;趙兵朝;王飛龍;;基于協(xié)調(diào)開(kāi)采原理的裂隙帶發(fā)育高度模擬[J];煤礦安全;2014年09期

2 余學(xué)義;王飛龍;趙兵朝;;河流下限高協(xié)調(diào)開(kāi)采方案[J];遼寧工程技術(shù)大學(xué)學(xué)報(bào)(自然科學(xué)版);2014年09期

3 潘銳;孟祥瑞;高召寧;;基于隔水關(guān)鍵層水壓計(jì)算及突水分析[J];煤炭工程;2014年01期

4 邢立亭;武強(qiáng);谷亞偉;;干旱地區(qū)礦區(qū)頂板水力性質(zhì)變異機(jī)理[J];煤炭學(xué)報(bào);2013年12期

5 郭文兵;邵強(qiáng);石顯怡;;水庫(kù)壩體下厚煤層放頂煤協(xié)調(diào)開(kāi)采技術(shù)[J];煤炭科學(xué)技術(shù);2013年09期

6 杜鋒;白海波;;薄基巖綜放采場(chǎng)直接頂結(jié)構(gòu)力學(xué)模型分析[J];煤炭學(xué)報(bào);2013年08期

7 郭倉(cāng);譚志祥;鄧喀中;牛海鵬;;深部寬條帶協(xié)調(diào)開(kāi)采技術(shù)及工程應(yīng)用[J];煤礦安全;2013年01期

8 杜鋒;白海波;;厚松散層薄基巖綜放開(kāi)采覆巖破斷機(jī)理研究[J];煤炭學(xué)報(bào);2012年07期

9 姚邦華;白海波;黃漢富;浦海;;采動(dòng)覆巖隔水層穩(wěn)定性力學(xué)模型及應(yīng)用研究[J];采礦與安全工程學(xué)報(bào);2012年03期

10 許家林;朱衛(wèi)兵;王曉振;;基于關(guān)鍵層位置的導(dǎo)水裂隙帶高度預(yù)計(jì)方法[J];煤炭學(xué)報(bào);2012年05期

相關(guān)會(huì)議論文 前1條

1 崔薇;;印度礦業(yè)開(kāi)發(fā)現(xiàn)狀與投資環(huán)境分析[A];中國(guó)地質(zhì)學(xué)會(huì)2013年學(xué)術(shù)年會(huì)論文摘要匯編——S04黑色金屬勘查技術(shù)及進(jìn)展分會(huì)場(chǎng)[C];2013年

相關(guān)碩士學(xué)位論文 前4條

1 陳加飛;水體下采空區(qū)覆巖破壞數(shù)值模擬研究[D];昆明理工大學(xué);2008年

2 黃雪梅;五溝煤礦開(kāi)采煤層上覆巖土體綜合地質(zhì)特征及防水煤巖柱留設(shè)問(wèn)題研究[D];安徽理工大學(xué);2007年

3 王兵;大平礦南二采區(qū)水體下開(kāi)采方案研究[D];遼寧工程技術(shù)大學(xué);2007年

4 袁景;謝橋煤礦1201(3)工作面覆巖導(dǎo)水裂縫帶高度預(yù)測(cè)[D];遼寧工程技術(shù)大學(xué);2005年

,

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