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某露天矿场爆破振动特性

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为探究某露天矿山高陡边坡爆破振动特性,根据该矿山的岩石性质和爆破规模,对现场进行爆破振动测试,采用TC4850 爆破振动检测系统,结合爆破试验区域的地势地形,在不同高度的台阶布置测试点,爆破作业后采集到相关数据.基于MATLAB软件编程进行回归分析,得出该矿区质点最大振速的拟合公式,考虑高程效应后得到更为理想的拟合公式,相关系数r2 为 0.942.在一定范围内,爆破振动强度与测点相对于爆心高程呈正相关,放大效应与相对高程有关.相对高程较小时放大效应明显,考虑高程效应可以获得更准确的爆破振动特性.
On Blasting Vibration Characteristics of an Open Pit Mine
To investigate the vibration characteristics induced by blasting on a high-steep slope within an open-pit mine,on-site blasting vibration tests are conducted,taking into account the rock properties and scale of the mine's blasting operations.Employing the TC4850 blasting vibration detection system and considering the terrain of the test area,testing points are strategically placed on steps of different heights,with relevant data collecting post-blasting.Utilizing MATLAB software programming,a regression analysis is performed to derive a fitting formula for the maximum vibration velocity of particles in the mining area.After accounting for the elevation effect,a more optimal fitting formula is obtained,yielding a correlation coefficient(r2)of 0.942.Within a defined range,the intensity of blasting vibration demonstrates a positive correlation with the relative elevation of the measuring point to the blast center.Additionally,the amplification effect is found to be associated with the relative elevation,particularly pronounced when the relative elevation is small,considering the elevation effect contributes to a more precise understanding of blasting vibration characteristics.

open pit minesregression analysisblasting vibrationelevation effect

李清正、林大能

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湖南科技大学 资源环境与安全工程学院,湖南 湘潭 411201

露天矿场 回归分析 爆破振动 高程效应

2024

矿业工程研究
湖南科技大学

矿业工程研究

影响因子:0.409
ISSN:1674-5876
年,卷(期):2024.39(3)