Characterization of Blasting Vibration in Open Slopes
Received date: 2023-10-11
Revised date: 2024-03-19
Online published: 2024-07-05
To address the blasting vibration response of the open slope in Hongshan mountain,ombined with a binary regression blasting vibration velocity attenuation model with elevation H is introduced,an analysis of the measured peak blast vibration velocity(PPV) and the prediction of the blasting vibration velocity attenuation law were carried out,and the blasting vibration characteristics of the open slope was analyzed. The results show that the more the number of free-faces,the smaller the PPV. The PPV of single-free surface is much larger than that of double and triple free surfaces. When the elevation difference is the same,the PPV of positive elevation is larger than that of negative elevation. There is obvious elevation amplification effect of blasting vibration in the open slope,and the amplification coefficient increases first and then decreases with the increase of ,and decreases with the increase of horizontal detonation center distances. In terms of vibration velocity attenuation law, has a greater impact on the tangential direction of the velocity,the elevation effect is obvious. The more the number of free-surface,the smoother the blasting vibration velocity attenuation surface. The introduction of the elevation of H binary regression blasting velocity attenuation model is more effective than the traditional Sadowski formula regression model in predicting blasting vibration velocity attenuation law. The relative average errors are 12.3%~15.4%,of which the relative average error of the combined velocities of single-free surface is only 9.5%.
Qiyue LI , Yuhang XIAO , Kuaikuai WEI , Hengyang XU . Characterization of Blasting Vibration in Open Slopes[J]. Gold Science and Technology, 2024 , 32(3) : 491 -500 . DOI: 10.11872/j.issn.1005-2518.2024.03.143
http://www.goldsci.ac.cn/article/2024/1005-2518/1005-2518-2024-32-3-491.shtml
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
包松,郭连军,莫宏毅,等,2022.高程影响下爆破振动速度衰减模型优选研究[J].有色金属工程,12(9):115-121.
|
郭学彬,肖正学,张志呈,2001.爆破振动作用的坡面效应[J].岩石力学与工程学报,20(1):83-87.
|
郝全明,张政,常建平,2015.钻孔爆破中自由面方位角对爆破振速的影响[J].煤炭技术,34(2):328-330.
|
黄聪,雷振,韦善阳,等,2022.基于AHP和正态分布的高程爆破振动评价与预测[J].工程爆破,28(2):121-127,134.
|
黄建军,李克民,常治国,等,2011.中小型露天矿山爆破有害效应分析[J].露天采矿技术,(6):1-3.
|
冀新宇,王海亮,高尚,等,2021.隧道爆破自由面数量对地表振动影响研究[J].国防交通工程与技术,19(6):18-22,35.
|
蒋楠,周传波,平雯,等,2014.岩质边坡爆破振动速度高程效应[J].中南大学学报(自然科学版),45(1):237-243.
|
李胜林,方真刚,杨瑞,等,2019.浅埋地铁隧道爆破施工引起的地表振动规律分析[J].爆破,36(2):111-116.
|
李祥龙,张其虎,王建国,等,2021.地下爆破精确延时逐孔起爆减振试验研究[J].黄金科学技术,29(3):401-410.
|
廖德华,张建球,扈世龙,等,2023.航道疏浚临河高层建筑爆破振动高程效应分析[J].爆破,40(3):170-176.
|
刘美山,吴从清,张正宇,2007.小湾水电站高边坡爆破震动安全判据试验研究[J].长江科学院院报,110(1):40-43.
|
邱金明,2015.露天台阶爆破振动高程放大效应研究[D].南昌:江西理工大学.
|
苏宇,2012.隧道爆破振动对地表及临近建筑物影响研究[D].青岛:中国海洋大学.
|
唐海,李海波,2011.反映高程放大效应的爆破振动公式研究[J].岩土力学,32(3):820-824.
|
唐海,马谕杰,夏祥,等,2021.负高差地形爆破振动规律研究[J].工程爆破,27(5):16-25.
|
谢承煜,罗周全,贾楠,等,2013.露天爆破振动对临近建筑的动力响应及降振措施研究[J].振动与冲击,32(13):187-193.
|
杨珊,陈建宏,郭宏斌,等,2011.基于回归分析的隧道爆破振动传播规律研究[J].中国安全科学学报,21(10):71-75.
|
曾晓辉,张学民,戴斌,等,2023.考虑自由面数量和抵抗线影响的隧道爆破振速预测[J].中国安全生产科学技术,19(6):83-89.
|
张小军,2021.台阶爆破振动高程效应理论研究及应用[D].北京:北京科技大学.
|
/
〈 |
|
〉 |