首页|基于静态爆破的硬岩掘进预裂技术研究

基于静态爆破的硬岩掘进预裂技术研究

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静态爆破技术可用于井下煤岩体的弱化致裂,相较炸药爆破有着安全、无震动、无污染的优点。为探究静态爆破的硬岩弱化致裂效果及实际工程应用技术,通过室内试验、数值模拟和现场试验等方法,对静态破碎剂的膨胀力学参数、不同孔径与孔距下静态破碎剂对试件的裂纹演化规律及破坏作用范围、现场布孔参数的选择等展开研究。结果表明:静态破碎剂最高膨胀压可达75 MPa,反应过程分为初始阶段、快速反应阶段、后续缓慢反应阶段共3个阶段;试件裂纹发展方向沿最小抵抗线方向,裂纹拓展形态多为"Y"字形;声发射检测中,累积能量呈阶梯状增长,其峰值随破碎孔孔径增加而减少;破碎孔孔径控制在40~50 mm、间排距控制在300~500 mm破岩致裂效果较好。研究结果证实了静态爆破方案对岩层弱化致裂的可行性,对实际应用具有参考价值。
Research on Hard Rock Excavation Fracturing Technology Based on Static Blasting
Static blasting technology can be used for weakening and fracturing of underground coal and rock mass.Compared with explosive blasting,it has the advantages of safety,no vibration and no pollution.In order to explore the cracking effect of hard rock weakening and practical engineering application technology of static blasting,through laboratory tests,numerical simulation and field tests,the expansion mechanical parameters of static crushing agent,the crack evolution law and failure range of static crushing agent on specimens under different aperture and hole spacing,and the selection of field hole layout parameters were studied.The results show that the maximum expansion pressure of the static crushing agent can reach 75 MPa,and the reaction process is divided into three stages,initial stage,rapid reaction stage and subsequent slow reaction stage.The crack development direction of the specimen is along the direction of the minimum resistance line,and the crack expansion shape is mostly'Y'shaped.In acoustic emission detection,the cumulative energy increases step by step,and its peak value decreases with the increase of broken hole diameter.The effect of rock breaking and fracturing is better when the pore size of the crushing hole is controlled at 40~50 mm and the row spacing is controlled at 300~500 mm.The research results confirm the feasibility of static blasting scheme for weakening and fracturing of rock strata,which has certain reference value for practical application.

static blastingcoal rock crackingcrack propagationacoustic emissionnumerical simulation

李志鑫、高召宁、许文松、李东文

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安徽理工大学煤矿安全高效开采省部共建教育部重点实验室,安徽淮南 232001

安徽理工大学深部煤矿采动响应与灾害防控安徽省重点实验室,安徽淮南 232001

安徽理工大学矿业工程学院,安徽淮南 232001

静态爆破 煤岩致裂 裂纹扩展 声发射 数值模拟

2024

地下空间与工程学报
中国岩石力学与工程学会,重庆大学

地下空间与工程学报

CSTPCD北大核心
影响因子:0.886
ISSN:1673-0836
年,卷(期):2024.26(6)