期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
Numerical simulation study on hard-thick roof inducing rock burst in coal mine 被引量:10
1
作者 HE Jiang 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第9期2314-2320,共7页
In order to reveal the dynamic process of hard-thick roof inducing rock burst, one of the most common and strongest dynamic disasters in coal mine, the numerical simulation is conducted to study the dynamic loading ef... In order to reveal the dynamic process of hard-thick roof inducing rock burst, one of the most common and strongest dynamic disasters in coal mine, the numerical simulation is conducted to study the dynamic loading effect of roof vibration on roadway surrounding rocks as well as the impact on stability. The results show that, on one hand, hard-thick roof will result in high stress concentration on mining surrounding rocks; on the other hand, the breaking of hard-thick roof will lead to mining seismicity, causing dynamic loading effect on coal and rock mass. High stress concentration and dynamic loading combination reaches to the mechanical conditions for the occurrence of rock burst, which will induce rock burst. The mining induced seismic events occurring in the roof breaking act on the mining surrounding rocks in the form of stress wave. The stress wave then has a reflection on the free surface of roadway and the tensile stress will be generated around the free surface. Horizontal vibration of roadway surrounding particles will cause instant changes of horizontal stress of roadway surrounding rocks; the horizontal displacement is directly related to the horizontal stress but is not significantly correlated with the vertical stress; the increase of horizontal stress of roadway near surface surrounding rocks and the release of elastic deformation energy of deep surrounding coal and rock mass are immanent causes that lead to the impact instability of roadway surrounding rocks. The most significant measures for rock burst prevention are controlling of horizontal stress and vibration strength.Key words 展开更多
关键词 hard-thick roof rock burst numerical simulation horizontal stress stress wave
下载PDF
Field investigation into directional hydraulic fracturing for hard roof in Tashan Coal Mine 被引量:14
2
作者 Bina-Xiana HUANG Bin YU +3 位作者 Feng FENG Zhao LI You-Zhuang WANG Jin-Rong LIU 《Journal of Coal Science & Engineering(China)》 2013年第2期153-159,共7页
t Research and development of safe and effective control technology of hard roof is an inevitable trend at present. Directional hydraulic fracturing technology is expected to become a safe and effective way to control... t Research and development of safe and effective control technology of hard roof is an inevitable trend at present. Directional hydraulic fracturing technology is expected to become a safe and effective way to control and manage hard roof. In order to make hard roof fracture in a directional way, a hydraulic fracture field test has been conducted in the third panel district of Tashan Coal Mine in Datong. First, two hydraulic fracturing drilling holes and four observing drilling holes were arranged in the roof, followed by a wedge-shaped ring slot in each hydraulic fracturing drilling hole. The hydraulic fracturing holes were then sealed and, hydraulic fracturing was conducted. The results show that the hard roof is fractured directionally by the hydraulic fracturing function of the two fracturing drilling holes; the sudden drop, or the overall downward trend of hydraulic pressure from hydraulic monitoring is the proof that the rock in the hard roof has been fractured. The required hydraulic pressure to fracture the hard roof in Tashan coal mine, consisting of carboniferous sandstone layer, is 50.09 MPa, and the fracturing radius of a single drilling hole is not less than 10.5 m. The wedge-shaped ring slot made in the bottom of the hydraulic fracturing drilling hole plays a guiding role for crack propagation. After the hydraulic fracturing drill hole is cracked, the propagation of the resulting hydraulic crack, affected mainly by the regional stress field, will turn to other directions. 展开更多
关键词 hard roof hydraulic fracturing wedge-shaped ring slot crack propagation
下载PDF
急斜煤层分段放顶煤开采合理段高选择研究 被引量:9
3
作者 邵小平 张红祥 石平五 《中国矿业大学学报》 EI CAS CSCD 北大核心 2009年第4期544-548,共5页
为确定急斜煤层水平分段综放开采条件下工作面段高的合理取值,将开采后裸露顶板岩层简化为三边固支的矩形薄板,采用薄板破断理论对受横向和纵向载荷作用下的斜置矩形薄岩板进行力学分析.研究表明:岩板走向长度、倾斜长度、岩层倾角... 为确定急斜煤层水平分段综放开采条件下工作面段高的合理取值,将开采后裸露顶板岩层简化为三边固支的矩形薄板,采用薄板破断理论对受横向和纵向载荷作用下的斜置矩形薄岩板进行力学分析.研究表明:岩板走向长度、倾斜长度、岩层倾角、覆岩栽荷及泊松比是影响段高取值的5个主要因素.应以在工作面上方采空区煤矸体沿着顶煤采出后形成的槽形采空区域下移前岩板不发生沿根部折断为极限段高的选择标准.工作面合理段高取值分为3奘:第Ⅰ类煤层倾角45°~55°,取值在29m范围内;第Ⅱ类55°~75°,取值在51m范围内;第Ⅲ类75°~90°,该范围内开采工艺及设备选择对合理段高取值的影响更为重要. 展开更多
关键词 水平分段放顶煤 大段高 采放比 板破断 合理段高
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部