期刊文献+
共找到6篇文章
< 1 >
每页显示 20 50 100
深井碎顶煤巷破坏机理分析及对策 被引量:2
1
作者 马世志 靖洪文 《矿山压力与顶板管理》 北大核心 2004年第3期31-33,共3页
通过对深井碎顶煤巷大量破坏现状的分析,找出了破坏的原因,提出了破坏巷道的处理方案及支护加固参数,工业性试验巷道效果显著,对指导处理类似工程有较强的借鉴意义。
关键词 深井煤巷 返修 碎顶 破坏机理 锚注 巷道
下载PDF
软底碎顶大倾角工作面支护技术探讨 被引量:3
2
作者 田敬海 苏茂秋 李国臣 《矿山压力与顶板管理》 2000年第3期18-19,共2页
本文针对软底、碎顶、大倾角工作面的特点 ,结合相同煤层的回采经验 ,对主要支护技术参数进行了探讨 ,确定了合理的支柱迎山角和额定工作阻力 ,使工作面顶底板移近量明显减小 ,避免了工作面被压垮的现象。
关键词 碎顶 支护技术 软底 大倾角工作面 支护参数 工作阻力
下载PDF
近距离采空区下软底碎顶工作面开采技术研究和应用 被引量:1
3
作者 李洪刚 崔国强 《煤》 2008年第3期17-19,共3页
肥城曹庄煤矿煤10-2底板为4.2 m厚的粘土岩,遇水极易膨胀软化成泥;顶板为粉砂岩、煤10-1(不可采)及粉砂岩复合顶,距离上覆煤9采空区平均只有2.1 m。复杂的煤层顶底板条件使得采场支护系统刚度低、稳定性差,开采环境十分恶劣。通过采取... 肥城曹庄煤矿煤10-2底板为4.2 m厚的粘土岩,遇水极易膨胀软化成泥;顶板为粉砂岩、煤10-1(不可采)及粉砂岩复合顶,距离上覆煤9采空区平均只有2.1 m。复杂的煤层顶底板条件使得采场支护系统刚度低、稳定性差,开采环境十分恶劣。通过采取一系列有效的顶底板控制措施,在10601回采面开采实践中取得了显著效果。 展开更多
关键词 软底碎顶 采煤工作面 板底板控制 开采技术
下载PDF
大直径PHC桩沉桩过程中常见工程质量问题及对策 被引量:4
4
作者 蔡小红 黄松涛 《水运工程》 北大核心 2015年第10期177-181,187,共6页
PHC桩在沉桩过程中经常发生桩顶击碎、纵向裂缝、横向裂缝等工程质量问题。对沉桩过程中常见工程质量问题的机理进行分析,并提出有效的应对措施。同时,对已经发生质量问题的PHC桩提出修复建议。
关键词 PHC桩 裂缝
下载PDF
Frequency spectrum analysis on micro-seismic signal of rock bursts induced by dynamic disturbance 被引量:8
5
作者 XU Xuefeng DOU Linming +1 位作者 LU Caiping ZHANG Yinliang 《Mining Science and Technology》 EI CAS 2010年第5期682-685,共4页
Blasting and breaking of hard roof are main inducing causes of rock bursts in coal mines with danger of rock burst,and it is important to find out the frequency spectrum distribution laws of these dynamic stress waves... Blasting and breaking of hard roof are main inducing causes of rock bursts in coal mines with danger of rock burst,and it is important to find out the frequency spectrum distribution laws of these dynamic stress waves and rock burst waves for researching the mechanism of rock burst.In this paper,Fourier transform as a micro-seismic signal conversion method of amplitude-time character to amplitude-frequency character is used to analyze the frequency spectrum characters of micro-seismic signal of blasting,hard roof breaking and rock bursts induced by the dynamic disturbance in order to find out the difference and relativity of different signals.The results indicate that blasting and breaking of hard roof are high frequency signals,and the peak values of dominant frequency of the signals are single.However,the results indicate that the rock bursts induced by the dynamic disturbance are low frequency signals,and there are two obvious peak values in the amplitude-frequency curve witch shows that the signals of rock bursts are superposition of low frequency signals and high frequency signals.The research conclusions prove that dynamic disturbance is necessary condition for rock bursts,and the conclusions provide a new way to research the mechanism of rock bursts. 展开更多
关键词 dynamic disturbance rock burst INDUCING micro-seismic Fourier transform frequency spectrum analysis
下载PDF
Numerical simulation and analysis of underground pressure in the 101 fully-mechanized top coal caving face of the Tingnan Coalmine 被引量:2
6
作者 LI Shu-gang PAN Hong-yu +2 位作者 KONG Ting-ting ZHANG Zhi-ming WANG Hong-tao 《Journal of Coal Science & Engineering(China)》 2009年第1期28-32,共5页
The forms of roof break,roof fall,and effects of the region scope in a fully mechanizedtop-coal caving (FMTC) face of the 101 fully-mechanized top coal caving face ofthe Tingnan Coalmine were analyzed by UDEC and FLAC... The forms of roof break,roof fall,and effects of the region scope in a fully mechanizedtop-coal caving (FMTC) face of the 101 fully-mechanized top coal caving face ofthe Tingnan Coalmine were analyzed by UDEC and FLAC^(3D) software.The analysis resultconfirms the phenomenon of roof falling,roof-off-strata,roof breaking,first weighting,periodicweighting and stress concentration,redistributions of surrounding rock and so on.Itprovides the gist to analyze the law of roof movement,characteristic of confining pressure,and to determine the formative structure forms of the immediate roof and main roof duringthe caving process.These results and the underground pressure observation results are inagreement. 展开更多
关键词 Tingnan Coalmine underground pressure numerical simulation
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部