Frequency spectrum characteristics of blast-induced vibration with electronic detonators in ground blasting

被引:4
|
作者
Zhang, Xiangyu [1 ,2 ,3 ]
Yan, Peng [1 ,2 ,3 ,5 ]
Lu, Wenbo [1 ,2 ,3 ]
Cheng, Yifeng [4 ]
Sun, Canying [4 ]
Zhu, Jin [1 ,2 ,3 ]
Guo, Wanfu [4 ]
Cheng, Xuekui [4 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources Engn & Management, Wuhan, Peoples R China
[2] Planning Design & Res Corp, Changjiang Inst Survey, Wuhan 430000, Hubei, Peoples R China
[3] Wuhan Univ, Key Lab Rock Mech Hydraul Struct Engn, Minist Educ, Wuhan 430072, Peoples R China
[4] Powerchina Sinohydro Engn Bur 4 Co LTD, Xining, Peoples R China
[5] Wuhan Univ, State Key Lab Water Resources Hydropower Engn Sci, Wuhan 430072, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Frequency distribution; Blasting vibration; Delay time; Electronic detonators; CHARGE LENGTH; DELAY; SIGNAL; EXCAVATION; VELOCITY; TIME; PREDICTION; OPERATIONS; DAMAGE; MODEL;
D O I
10.1016/j.jobe.2023.106892
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the wide application of electronic detonators in blasting engineering, further study of frequency spectrum characteristics under precise delay time is essential for blasting design and safety evaluation. In this paper, the frequency spectra induced by blasting vibration under different delay times and distances are calculated, the frequency distribution and energy characteristics of various frequency bands are then investigated, and the demonstration is conducted using numerical simulation and electronic detonator blasting experiments. The results show that the low-frequency vibration proportion increases, and the dominant frequency shifts to a lower frequency compared with the vibration frequency distribution of single-hole blasting when using a very short delay time (& LE;5 ms). However, when a short delay time (6-12 ms) is used, the low frequency shift to high frequency, reducing the energy ratio of low-frequency bands. And there are certain differences in the delay time to reduce PPV at different blasting center distances. A shorter delay time (6-8 ms) in the nearer region and a longer delay time (10-20 ms) in the intermediate and farther regions better reduce blasting vibration. Finally, considering multiple influencing factors, the 7-12 ms delay time is recommended to protect structures in the blasting area factors.
引用
收藏
页数:20
相关论文
共 50 条
  • [1] Characteristics and Energy Distribution of Blast-Induced Ground Vibration in Deep-Hole Blasting
    Bao, Shijie
    Fei, Honglu
    Hu, Gang
    BUILDINGS, 2023, 13 (04)
  • [2] Evaluation of blast-induced ground vibration predictors
    Khandelwal, Manoj
    Singh, T. N.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2007, 27 (02) : 116 - 125
  • [3] A study on influence of blast-induced ground vibration in dragline bench blasting using signature hole analysis
    Singh, Chitranjan Prasad
    Agrawal, Hemant
    Mishra, Arvind Kumar
    ARABIAN JOURNAL OF GEOSCIENCES, 2020, 13 (13)
  • [4] A study on influence of blast-induced ground vibration in dragline bench blasting using signature hole analysis
    Chitranjan Prasad Singh
    Hemant Agrawal
    Arvind Kumar Mishra
    Arabian Journal of Geosciences, 2020, 13
  • [5] Analysis of predictor equations for determining the blast-induced vibration in rock blasting
    Marilena Cardu
    Dario Coragliotto
    Pierpaolo Oreste
    InternationalJournalofMiningScienceandTechnology, 2019, 29 (06) : 905 - 915
  • [6] Analysis of predictor equations for determining the blast-induced vibration in rock blasting
    Cardu, Marilena
    Coragliotto, Dario
    Oreste, Pierpaolo
    INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2019, 29 (06) : 905 - 915
  • [7] Reduction of tunnel blasting induced ground vibrations using advanced electronic detonators
    Iwano, K.
    Hashiba, K.
    Nagae, J.
    Fukui, K.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2020, 105
  • [8] Time-frequency analysis of blast-induced vibration
    Djordjevic, N
    TRANSACTIONS OF THE INSTITUTION OF MINING AND METALLURGY SECTION A-MINING INDUSTRY, 1999, 108 : A139 - A142
  • [9] Effects of Axial Air Deck on Blast-Induced Ground Vibration
    Cheng, Ruishan
    Zhou, Zilong
    Chen, Wensu
    Hao, Hong
    ROCK MECHANICS AND ROCK ENGINEERING, 2022, 55 (02) : 1037 - 1053
  • [10] Analysis of blast-induced ground vibration under surface explosion
    Wang, Tung-Cheng
    Lee, Chin-Yu
    Wang, Iau-Teh
    JOURNAL OF VIBROENGINEERING, 2014, 16 (05) : 2508 - 2518