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高家堡煤矿顶板深孔爆破致裂半径数值模拟及试验研究

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冲击地压灾害是制约高家堡煤矿安全高效回采的难题之一,顶板深孔爆破作为一种有效的冲击地压灾害控制手段,已被应用于高家堡煤矿的冲击地压防治.顶板深孔爆破致裂半径是设计爆破方案的重要参数之一.为探究高家堡煤矿顶板深孔爆破的致裂半径,以高家堡煤矿二盘区205工作面地质条件为工程背景,采用数值模拟和现场试验方法进行研究.首先,基于Hoek-Brown破坏准则的应变软化模型数值模拟了岩石柱状爆破,数值结果表明该条件下顶板深孔爆破钻孔径向方向粉碎区半径为0.58 m,裂隙区半径为3.00 m.然后,在高家堡煤矿205工作面回撤通道开展顶板深孔爆破致裂半径测定现场试验,采用束管分析技术对检测孔在顶板爆破前后的气体成分进行测定.结果表明,距离爆破孔2.95 m处的3号检测孔中氧气和二氧化碳含量降低,氮气含量增加,且检测到一氧化碳气体,说明爆破试验孔产生的爆破裂隙导通了 3号检测孔,可确定高家堡煤矿顶板爆破致裂半径可达到2.95 m,该结果与数值模拟基本一致.研究结果能够为类似条件下顶板深孔爆破方案设计提供指导.
Numerical simulation and experimental study on crack radius caused by roof deep hole blasting in Gaojiapu Coal Mine
Rock burst disaster is one of the problems restricting the safe and efficient mining in Gaojiapu Coal Mine,as an effective method for controlling rockburst disasters,deep hole blasting of the roof has been applied to the prevention and control of rockburst in Gaojiabao Coal Mine.The crack radius of deep hole blasting is one of the important parameters in blasting design.In order to study the crack radius caused by deep hole blasting in the Gaojiapu Coal Mine roof,numerical simulation and field test was used to study based on the geological conditions of No.205 working face in No.2 panel of Gaojiapu Coal Mine.Firstly,the rock pillar blasting was numerically simulated based on the strain softening model of the Hoek-Brown failure criterion.The numerical results indicated that under this condi-tion,the radius of the crushing zone in the direction of the drilling hole diameter of the roof deep hole blasting was 0.58 m,and the radi-us of the fracture zone was 3.00 m.Then,on-site experiments were conducted to determine the cracking radius of the roof deep hole blasting in the retreat channel of the No.205 working face of Gaojiapu Coal Mine,and the gas composition of the testing hole before and after the blasting was measured by using beam tube analysis technology.The results showed that the No.3 detection hole with a distance from the blasting hole 2.95 m presented a reduction of oxygen and carbon dioxide components,while the nitrogen component increased.Moreover,carbon monoxide gas was detected.It indicated that blasting-crack leads through the No.3 detection hole,and the roof blas-ting-crack radius of Gaojiapu Coal Mine can reach 2.95 m,which was basically consistent with the numerical simulation.The research results can provide some guidance for the design of roof deep hole blasting scheme under similar conditions.

roof deep hole blastingblasting-crack radiusnumerical simulationbeam tube analysis technology

王聪聪、孙文杰、孙振于、马小涛

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徐州弘毅科技发展有限公司,江苏徐州 221116

中国矿业大学矿业工程学院,江苏徐州 221116

顶板深孔爆破 致裂半径 数值模拟 束管分析技术

国家自然科学基金项目

51934007

2024

煤炭科技
江苏省徐州矿务集团有限公司 江苏省煤炭学会 中国矿业大学

煤炭科技

影响因子:0.17
ISSN:1008-3731
年,卷(期):2024.45(1)
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