大段高顶煤定向水压致裂机理研究
[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.
【学位授予单位】:西安科技大学
【学位级别】:博士
【学位授予年份】:2015
【分类号】:TD32
【相似文献】
相关期刊论文 前10条
1 ■万禧;水压致裂的实验研究[J];中国矿业学院学报;1988年01期
2 李同林;水压致裂煤层裂缝发育特点的研究[J];地球科学;1994年04期
3 剑万禧;水压致裂的人工裂隙调查方法[J];淮南矿业学院学报;1987年01期
4 姜文忠;张春梅;姜勇;孙维吉;;水压致裂作用对岩石渗透率影响数值模拟[J];辽宁工程技术大学学报(自然科学版);2009年05期
5 李宏;张伯崇;;水压致裂试验过程中自然电位测量研究[J];岩石力学与工程学报;2006年07期
6 杨天鸿,唐春安 ,刘红元 ,朱万成;水压致裂过程分析的数值试验方法[J];力学与实践;2001年05期
7 康志强;周云飞;温海民;;基于声发射监测的岩石水压致裂实验研究及数值模拟分析[J];化工矿物与加工;2012年06期
8 李明波;郭鹏;;不同围压对水压致裂造缝影响的耦合分析[J];西部探矿工程;2014年01期
9 梁卫国,赵阳升;岩盐水压致裂连通溶解的数学模型[J];太原理工大学学报;2002年04期
10 祁英男,李方全,毛吉震,陈群策,张志国;万家寨水利枢纽水压致裂应力测量结果和分析[J];岩石力学与工程学报;1999年02期
相关会议论文 前1条
1 任天翔;程惠红;刘善琪;刘旭耀;张怀;朱伯靖;石耀霖;;两种岩性接触面对水压致裂影响的有限元数值模拟研究[A];中国地球物理2013——第七专题论文集[C];2013年
相关博士学位论文 前3条
1 王有熙;大段高顶煤定向水压致裂机理研究[D];西安科技大学;2015年
2 杜春志;煤层水压致裂理论及应用研究[D];中国矿业大学;2008年
3 刘洪磊;岩体水压致裂机理研究及在矿山突水中的应用[D];东北大学;2011年
相关硕士学位论文 前4条
1 邢博瑞;单孔三维水压致裂原位地应力测量应用研究[D];中国地质大学(北京);2014年
2 张晓;小孔径水压致裂地应力测量技术研究及现场应用[D];煤炭科学研究总院;2004年
3 张琦;京张城际铁路八达岭地下车站水压致裂地应力测量及施工方案优化[D];北京交通大学;2010年
4 阙梦辉;基于高压电脉冲水压致裂的煤层瓦斯致裂增透效果研究[D];内蒙古科技大学;2014年
,本文编号:2353979
本文链接:https://www.wllwen.com/kejilunwen/kuangye/2353979.html