大段高頂煤定向水壓致裂機理研究
[Abstract]:Coal rock mass is a typical fractured rock mass. As a big coal country in the world, China is rich in coal reserves. In recent years, with the coal mining scale and mining intensity increasing year by year, the impact ground pressure, coal and gas outburst, roof collapse and other coal and rock dynamic disasters become more and more frequent and serious. Hydraulic fracturing technology is used to improve the caving property of hard and thick top coal by forming hydraulic channel of coal and rock mass fracture network in coal mine, to deal with hard roof, to weaken the strength of coal and rock mass, and to prevent the impact of rock pressure. Effective technical approaches such as gas outburst and gas drainage efficiency are widely used in production line. On the basis of hydraulic fracturing technology, coal seam directional hydraulic fracturing is based on the characteristics of rich fractures in coal and rock, according to the principle that radial hole wall cracks on the borehole circumference are initiated first, and by hydraulic cutting or bit slot cutting technology. The directional fissure is formed and the failure position of the rock bed is induced to be offset compared with the classical elastic-plastic theory. The directional fissure is used as the main seepage passage to destroy the rock formation and the purpose of controlling the rock formation failure is achieved. The section height of Xinjiang Dahonggou coal mine of Shenhua Group is about 20m.The directional hydraulic fracturing is proposed in engineering practice to make the top coal be destroyed fully, to ensure safe production and to increase coal output. In this paper, based on the engineering background, the mechanism of directional hydraulic cracking of large section high top coal is studied. In the process of research, the mechanism of crack initiation, propagation and seepage of high pressure water in directional fracture are analyzed by means of modern mechanics theory, experimental research, numerical analysis and field test. The following results are obtained: (1) the mechanical model of directional hydraulic fracturing is established, and the main influencing factors of directional fracture initiation include lateral pressure coefficient, surrounding rock pressure, crack length, aperture, curvature radius of crack tip and crack dip angle. (2) based on the directional hydraulic fracturing model, the mechanical model of directional crack propagation is improved, and the formula for calculating the length of directional crack propagation is obtained. A control method for directional crack propagation of large section high top coal is proposed. (3) the characteristics of directional fracture seepage zone in directional hydraulic fracturing are analyzed, and the interaction law between directional crack and surrounding fissure under stress-seepage condition is expounded. Numerical simulation and field tests were carried out in large section of high top coal in Dayonggou Coal Mine of Shenhua Group. The results show that directional hydraulic fracturing can effectively weaken the overall mechanical properties of coal and rock mass and expand the broken range of top coal. The recovery rate of coal face is increased by 10%, the output of raw coal is increased, the continuous time of raw coal is increased, and the dust concentration is decreased significantly.
【學位授予單位】:西安科技大學
【學位級別】:博士
【學位授予年份】:2015
【分類號】:TD32
【相似文獻】
相關期刊論文 前10條
1 ■萬禧;水壓致裂的實驗研究[J];中國礦業(yè)學院學報;1988年01期
2 李同林;水壓致裂煤層裂縫發(fā)育特點的研究[J];地球科學;1994年04期
3 劍萬禧;水壓致裂的人工裂隙調(diào)查方法[J];淮南礦業(yè)學院學報;1987年01期
4 姜文忠;張春梅;姜勇;孫維吉;;水壓致裂作用對巖石滲透率影響數(shù)值模擬[J];遼寧工程技術大學學報(自然科學版);2009年05期
5 李宏;張伯崇;;水壓致裂試驗過程中自然電位測量研究[J];巖石力學與工程學報;2006年07期
6 楊天鴻,唐春安 ,劉紅元 ,朱萬成;水壓致裂過程分析的數(shù)值試驗方法[J];力學與實踐;2001年05期
7 康志強;周云飛;溫海民;;基于聲發(fā)射監(jiān)測的巖石水壓致裂實驗研究及數(shù)值模擬分析[J];化工礦物與加工;2012年06期
8 李明波;郭鵬;;不同圍壓對水壓致裂造縫影響的耦合分析[J];西部探礦工程;2014年01期
9 梁衛(wèi)國,趙陽升;巖鹽水壓致裂連通溶解的數(shù)學模型[J];太原理工大學學報;2002年04期
10 祁英男,李方全,毛吉震,陳群策,張志國;萬家寨水利樞紐水壓致裂應力測量結果和分析[J];巖石力學與工程學報;1999年02期
相關會議論文 前1條
1 任天翔;程惠紅;劉善琪;劉旭耀;張懷;朱伯靖;石耀霖;;兩種巖性接觸面對水壓致裂影響的有限元數(shù)值模擬研究[A];中國地球物理2013——第七專題論文集[C];2013年
相關博士學位論文 前3條
1 王有熙;大段高頂煤定向水壓致裂機理研究[D];西安科技大學;2015年
2 杜春志;煤層水壓致裂理論及應用研究[D];中國礦業(yè)大學;2008年
3 劉洪磊;巖體水壓致裂機理研究及在礦山突水中的應用[D];東北大學;2011年
相關碩士學位論文 前4條
1 邢博瑞;單孔三維水壓致裂原位地應力測量應用研究[D];中國地質(zhì)大學(北京);2014年
2 張曉;小孔徑水壓致裂地應力測量技術研究及現(xiàn)場應用[D];煤炭科學研究總院;2004年
3 張琦;京張城際鐵路八達嶺地下車站水壓致裂地應力測量及施工方案優(yōu)化[D];北京交通大學;2010年
4 闕夢輝;基于高壓電脈沖水壓致裂的煤層瓦斯致裂增透效果研究[D];內(nèi)蒙古科技大學;2014年
,本文編號:2353979
本文鏈接:http://sikaile.net/kejilunwen/kuangye/2353979.html