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煤矿井下顶板定向预裂深孔爆破技术的研究 被引量:1
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作者 吴宪宇 段晓武 +2 位作者 李欣慰 李涛 刘文魁 《山西冶金》 CAS 2023年第10期201-203,共3页
针对煤矿井下硬质顶板情况下综采面来压步距大、安全性差的不足,提出了一种新的定向预裂深孔爆破技术工艺,对井下综采面地质情况、定向预裂爆破技术方案、爆破参数设计、预裂爆破安全控制措施等进行了分析。通过利用矿压监测方案表明,... 针对煤矿井下硬质顶板情况下综采面来压步距大、安全性差的不足,提出了一种新的定向预裂深孔爆破技术工艺,对井下综采面地质情况、定向预裂爆破技术方案、爆破参数设计、预裂爆破安全控制措施等进行了分析。通过利用矿压监测方案表明,该技术能够将井下综采面顶板来压步距降低23.17%,将井下巷道顶板下沉量降低25.9%。 展开更多
关键词 顶板 定向预裂 深孔爆破 矿压监
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Optimal location of terminal line in sublevel caving face with suspend-shift support in thinner thick-seam
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作者 王向前 孟祥瑞 +1 位作者 高召宁 刘增辉 《Journal of Coal Science & Engineering(China)》 2008年第4期600-603,共4页
According to the geological and mining technical conditions of No.18128 sub- level caving face with suspend-shift support,the first working face of the working area,the distribution laws of abutment pressure were stud... According to the geological and mining technical conditions of No.18128 sub- level caving face with suspend-shift support,the first working face of the working area,the distribution laws of abutment pressure were studied by jointly employing FIAC^(3D) numerical simulations and field tests.With the full consideration of these laws and the service time- limit of the mining district,the optimal location of the terminal mining line,should be 60 m away from the W4-B8 track dip,which was 20 m shorter than the 80 m distance deter- mined according to traditional experiences.The retained coal safety pillar for the protect- ing of dips,already proved by the industrial practice,can not only improve the rate of coal recovery and satisfy the subsequent service requirement for the following working faces, but also decrease the maintaining expenditure and thus increase profits. 展开更多
关键词 thinner thick-seam suspend-shift support sublevel caving face terminal line
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APPLICATION OF THE ROOF DISTURBANCE TO MONITORING AND PREDICTING THE GROUND PRESSURE
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作者 付国彬 钱鸣高 《Journal of China University of Mining and Technology》 1992年第1期74-82,共9页
Based on study of the influence of main roof fracture on ground pressure, this paper considered the immediate roof as a semi-infinite long beam on a Winkler elastic foundation. In the model the coal seam is the founda... Based on study of the influence of main roof fracture on ground pressure, this paper considered the immediate roof as a semi-infinite long beam on a Winkler elastic foundation. In the model the coal seam is the foundation and the pressure caused by mian roof deflection is the load. Having solved the model and analyzed relevant factors,the authors indicate that the disturbance caused by the breakage of the mian roof can be observed in both gates of longwall face and explain why it can be. The paper points out that the applicability of the method to obtain the disturbance information by measuring the loads on supports is wider than that by measuring the roof convergence rate. The results are useful for monitoring and predicting ground pressure. 展开更多
关键词 underground pressure roof disturbance beam on elastic foundation
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Monitoring and Forecasting of Interior and Exterior Pressures on Shaftwalls through Deep Soil
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作者 CHENG Hua SUN Wenruo +1 位作者 DENG Xin YANG Junjie(Huainan Mining Institute) 《Journal of Coal Science & Engineering(China)》 1995年第1期104-112,共9页
Upon the analysis of the interior and exterior pressures observed on the double-tubbing shaftwalls of the West Ventilation Shaft in Xieqiao Coal Mine of Huainan, deep-going investigations are made into foreign loads o... Upon the analysis of the interior and exterior pressures observed on the double-tubbing shaftwalls of the West Ventilation Shaft in Xieqiao Coal Mine of Huainan, deep-going investigations are made into foreign loads on the shaftwalls of thes kind at each working stage and into the distributiona patterns of interior pressures. As a result, a calculation model is established for forecasting exterior loads on the shaftwalls by using the grey theory. 展开更多
关键词 shaftwalls MONITORING interior and exterior pressures forecasting
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