Influence of millisecond time,charge length and detonation velocity on blasting vibration

被引:4
作者
陈士海 [1 ,2 ,3 ]
吴建 [1 ]
张子华 [1 ]
机构
[1] College of Civil Engineering,Huaqiao University
[2] State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact
[3] College of Civil Engineering and Architecture,Shandong University of Science and Technology
关键词
cylindrical charge; millisecond blasting; blasting vibration; peak particle velocity; displacement;
D O I
暂无
中图分类号
TB41 [爆破技术];
学科分类号
08 ;
摘要
The law of blasting vibration caused by blasting in rock is very complex.Traditional numerical methods cannot well characterize all the influencing factors in the blasting process.The effects of millisecond time,charge length and detonation velocity on the blasting vibration are discussed by analyzing the characteristics of vibration wave generated by finite length cylindrical charge.It is found that in multi-hole millisecond blasting,blasting vibration superimpositions will occur several times within a certain distance from the explosion source due to the propagation velocity difference of P-wave and S-wave generated by a short column charge.These superimpositions will locally enlarge the peak velocity of blasting vibration particle.The magnitude and scope of the enlargement are closely related to the millisecond time.Meanwhile,the particle vibration displacement characteristics of rock under long cylindrical charge is analyzed.The results show that blasting vibration effect would no longer increase when the charge length increases to a certain extent.This indicates that the traditional simple calculation method using the maximum charge weight per delay interval to predict the effect of blasting vibration is unreasonable.Besides,the effect of detonation velocity on blasting vibration is only limited in a certain velocity range.When detonation velocity is greater than a certain value,the detonation velocity almost makes no impact on blasting vibration.
引用
收藏
页码:4787 / 4796
页数:10
相关论文
共 50 条
[31]   Study on the Equivalence Transformation between Blasting Vibration Velocity and Acceleration [J].
Yu, Chong ;
Wu, Jiajun ;
Li, Haibo ;
Ma, Yongan ;
Wang, Changjian .
SENSORS, 2024, 24 (06)
[32]   Influence of cavities on blasting vibration characteristics and safety assessments of tunnel shotcrete [J].
Yang Jian-hua ;
Huang Qi-huan ;
Yao Chi ;
Zhang Xiao-bo ;
Zhou Chuang-bing ;
Tao Tie-jun .
ROCK AND SOIL MECHANICS, 2022, 43 (05) :1401-1411
[33]   Millisecond blasting optimal time delay control based on rock breaking mechanism [J].
Lou X. ;
Zhou W. ;
Jian W. ;
Zheng J. .
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2017, 49 (02) :158-163
[34]   Space-Time Effect Prediction of Blasting Vibration Based on Intelligent Automatic Blasting Vibration Monitoring System [J].
Chen, Fan ;
He, Gengsheng ;
Dong, Shun ;
Zhao, Shunjun ;
Shi, Lin ;
Liu, Xian ;
Zhang, Baichuan ;
Qi, Ning ;
Deng, Shenggui ;
Zhang, Jin .
APPLIED SCIENCES-BASEL, 2022, 12 (01)
[35]   Prediction of Vibration Velocity Due to Blasting Using Artificial Neural Network [J].
Gao, Fuqiang ;
Hou, Aijun .
PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 :3063-3067
[36]   Study on the attenuation parameters of blasting vibration velocity in jointed rock masses [J].
Yu, Chong ;
Yue, Haozhen ;
Li, Haibo ;
Zuo, Hong ;
Deng, Shouchun ;
Liu, Bo .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 78 (07) :5357-5368
[37]   Test and Analysis of the Underground Peak Velocity Attenuation Law of Blasting Vibration [J].
Wang Jin-qiang ;
Wang Gai-ying .
3RD INTERNATIONAL WORKSHOP ON MINE HAZARDS PREVENTION AND CONTROL, 2013, 94 :60-66
[38]   Influence of blasting vibration on arbitrary shape underground chambers [J].
Yi Chang-ping ;
Lu Wen-bo ;
Zhang Jian-hua ;
Zhang Ai-ping .
ROCK AND SOIL MECHANICS, 2007, 28 (11) :2451-2455
[39]   Study on the attenuation parameters of blasting vibration velocity in jointed rock masses [J].
Chong Yu ;
Haozhen Yue ;
Haibo Li ;
Hong Zuo ;
Shouchun Deng ;
Bo Liu .
Bulletin of Engineering Geology and the Environment, 2019, 78 :5357-5368
[40]   Tunnel blasting effect on primary support and the study of safety vibration velocity [J].
Rao, Zeng ;
Fu, Hong-xian ;
Xue, Hao-bo .
2010 INTERNATIONAL CONFERENCE ON MANAGEMENT SCIENCE AND ENGINEERING (MSE 2010), VOL 4, 2010, :359-362