Study on vibration propagation law of frozen clay blasting in deep mine shaft

被引:0
|
作者
Yu J. [1 ]
Guo M. [1 ]
Gao S. [2 ]
Wang X. [2 ]
Dong B. [2 ]
机构
[1] School of Civil Engineering, Henan Polytechnic University, Jiaozuo
[2] Henan Xunda Blasting Co., Ltd., Jiaozuo
关键词
artificial frozen soil; deep mine shaft; parameter optimization; vibration wave;
D O I
10.13199/j.cnki.cst.2020-1247
中图分类号
学科分类号
摘要
In order to study the propagation law of explosion stress waves in frozen clay blasting and reduce the vibration damage to frozen pipe and shaft wall, blasting experiments were carried out in the frozen clay excavation section of the vertical shaft.Through the blasting vi⁃ bration test at -690 m downhole, the vertical, horizontal radial and horizontal tangential vibration velocities in the frozen clay were ob⁃ tained, and the Sadowski formula is used to fit them.The velocity presents a difference, where vertical vibration velocity > radial vibration velocity > tangential vibration velocity.The wavelet packet analysis was carried out on the blasting vibration signals of frozen clay and it is concluded that the blasting distance is within 0-6.243 m, the total energy of the three components shows the law of Ez >Ex >Ey, and the blasting vibration frequency is mainly concentrated within 250 Hz.The energy ratio of blasting vibration signal attenuates oscillatingly in the high frequency range, while the low frequency attenuation decays slowly and tends to be stable.The total energy of blasting vibration gener⁃ ally decreases sharply at 0 and 187 Hz, and the energy ratio increases significantly around 218 Hz.The vertical energy change is more sig⁃ nificant than the radial and tangential energy changes.This research results have certain guiding significance and application value for blas⁃ ting and vibration control of frozen clay in vertical shafts. © 2022 China Coal Society. All Rights Reserved.
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页码:111 / 117
页数:6
相关论文
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