• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

毫秒延时爆破作用下岩体的受迫振动分析

陈建龙, 卢文波, 孙鹏昌, 陈明, 王高辉, 严鹏

陈建龙, 卢文波, 孙鹏昌, 陈明, 王高辉, 严鹏. 毫秒延时爆破作用下岩体的受迫振动分析[J]. 岩土工程学报, 2019, 41(2): 397-404. DOI: 10.11779/CJGE201902020
引用本文: 陈建龙, 卢文波, 孙鹏昌, 陈明, 王高辉, 严鹏. 毫秒延时爆破作用下岩体的受迫振动分析[J]. 岩土工程学报, 2019, 41(2): 397-404. DOI: 10.11779/CJGE201902020
CHEN Jian-long, LU Wen-bo, SUN Peng-chang, CHEN Ming, WANG Gao-hui, YAN Peng. Forced vibration analysis of rock mass under millisecond delay blasting[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 397-404. DOI: 10.11779/CJGE201902020
Citation: CHEN Jian-long, LU Wen-bo, SUN Peng-chang, CHEN Ming, WANG Gao-hui, YAN Peng. Forced vibration analysis of rock mass under millisecond delay blasting[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(2): 397-404. DOI: 10.11779/CJGE201902020

毫秒延时爆破作用下岩体的受迫振动分析  English Version

基金项目: 国家自然科学基金面上项目(51779190)
详细信息
    作者简介:

    陈建龙(1993- ),男,硕士研究生,主要从事爆破振动控制以及岩石动力学等方面的研究工作。E-mail: chenjianlong@whu.edu.cn。

    通讯作者:

    卢文波,E-mail:wblu@whu.edu.cn

Forced vibration analysis of rock mass under millisecond delay blasting

  • 摘要: 爆破振动的频谱特性分析是爆破振动控制的基础。通过白鹤滩水电站坝基爆破开挖实测爆破振动数据,利用MATLAB进行频谱分析。结果表明,在相同段别雷管的延迟爆破作用下,利用多参考点复指数法处理爆区两侧的数据,得到的爆破振动频率为两组谐振频率,说明岩体的振动为受迫振动。且两组谐振频率的大小不相等,通过数值计算与分析得到,这是由于运动爆源在爆破地震波的传播过程中产生多普勒效应,使谐振频率因震源相对运动而发生偏移。反之,数据处理结果也同时验证了在考虑多普勒效应的情况下,利用模态识别方法精确计算爆破振动谐振频率的可行性。据此,以毫秒延时起爆产生的振动频率作为控制基频,再利用多普勒效应产生的频率偏移,实现爆源周围的频率定向调控及爆破振动主动控制。
    Abstract: The frequency spectrum analysis of blasting vibration is the basis of blasting vibration control. Based on the blasting vibration data of the dam foundation blasting excavation of Baihetan hydropower station, the frequency spectrum analysis is carried out by means of MATLAB. Under the action of delayed blasting of the same segment, the data at both sides of the detonation zone are processed by the prony-reference complex exponential method. The results show that the vibration frequencies are two sets of resonant frequencies, and the vibration of rock mass is a forced one. The two groups of resonant frequencies are not equal. Through numerical simulation and analysis, it is found that the resonant frequency is shifted due to the Doppler effect which is generated by the relative motion of the seismic source. On the contrary, the data processing results also verify the feasibility of using the modal identification method to accurately calculate the resonance frequency of blasting vibration in the case of Doppler effect. Based on this, the vibration frequency of delayed detonation is used as the fundamental one, and then the frequency shift generated by the Doppler effect is used to achieve the directional frequency alteration and vibration control around explosive sources.
  • [1] 张志毅, 杨年华, 卢文波, 等. 中国爆破振动控制技术的新进展[J]. 爆破, 2013, 30(2): 25-32.
    (ZHANG Zhi-yi, YANG Nian-hua, LU Wen-bo, et al.Progress of blasting vibration control technology in China[J]. Blasting, 2013, 30(2): 25-32. (in Chinese))
    [2] GB6722—2014爆破安全规程[S]. 2014. (GB6722—2014 Safety regulations for blasting[S]. 2014. (in Chinese))
    [3] 汪旭光, 于亚伦. 关于爆破震动安全判据的几个问题[J]. 工程爆破, 2001, 7(2): 88-92.
    (WANG Xu-guang, YU Ya-lun.On several problems of safety criterion for blasting vibration[J]. Engineering Blasting, 2001, 7(2): 88-92. (in Chinese))
    [4] 冯叔瑜. 城市控制爆破[M]. 2版. 北京: 中国铁道出版社, 1996.
    (FENG Shu-yu.City controlled blasting[M]. 2nd ed. Beijing: China Railway Publishing House, 1996. (in Chinese))
    [5] 石岩峰. 丰满水电站新坝坝基爆破控制技术应用研究[J]. 人民长江, 2016, 47(22): 68-71.
    (SHI Yan-feng.Study on application of blasting control techniques in new dam foundation construction of Fengman Hydropower Station[J]. Yangtze River, 2016, 47(22): 68-71. (in Chinese))
    [6] BLAIR D P.The measurement, modelling and control of ground vibrations due to blasting[C]// Second International Symposium Rock Fragmentation by Blasting. Colorado, 1987.
    [7] ANDREWS A B.Design criteria for sequential blasting[C]// Proceeding of the Seventh Conference on Explosives and Blasting Techniques. New York, 1980: 173-192.
    [8] ANDERSON D A, WINZER S R, RITTER A P.Blast design for optimizing fragmentation while controlling frequency of ground vibration[C]// Proceedings of the 8th Conference on Explosives and Blasting Technique. New Orleans, 1982.
    [9] MOORE A J, RICHARDS A B, LAING T J.Blasting harmonics and controlling peak particle velocity[C]// 11th International Symposium on Rock Fragmentation by Blasting. Sydney, 2015.
    [10] 施富强. 爆破振动频率调控技术研究与应用[J]. 工程爆破, 2012, 18(2): 54-59.
    (SHI Fu-qiang.Research and application of blasting vibration frequency control technology[J]. Engineering Blasting, 2012, 18(2): 54-59. (in Chinese))
    [11] 付文宣, 贺昌海, 费文才, 等. 白鹤滩水电站导流洞进出口围堰残埂对导流洞泄流能力的影响[J].水电能源科学, 2014, 32(9): 115-118. FU Wen-xuan, HE Chang-hai, FEI Wen-cai, et al. Investigation of influence on discharge of Baihetan diversion tunnel located in its inlet & outlet by residual cofferdam[J]. Water Resources and Power, 2014, 32(9): 115-118. (in Chinese))
    [12] 郭少进. 索-梁结构非线性振动分析[D]. 武汉: 武汉理工大学, 2007.
    (GUO Shao-jin.Nonlinear oscillations analysis of the cable-stayed beam[D]. Wuhan: Wuhan University of Technology, 2007. (in Chinese))
    [13] 李怀鹏. 运行模态分析中周期性激励识别方法研究[D]. 南京: 南京航空航天大学, 2010.
    (LI Huai-peng.The investigation of methods of harmonic excitation identification in operational modal analysis[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2010. (in Chinese))
    [14] BRINCKER R, ANDERSEN P, MØLLER N B. An indicator for separation of structural and harmonic modes in output-only modal testing, #286[J]. Proceedings of SPIE - The International Society for Optical Engineering, 2000, 2(1): 45-52.
    [15] 章国稳, 马婧华, 陈卓. 基于模态相似指数的PRCE虚假模态剔除[J]. 振动、测试与诊断, 2015, 35(3): 493-498, 592.(ZHANG Guo-wen, MA Jing-hua, CHEN Zhuo. Rejection of spurious modes obtained from PRCE based on modal similarity index[J]. Journal of Vibration, Measurement & Diagnosis, 2015, 35(3): 493-498, 592. (in Chinese))
    [16] 李鹏, 卢文波, 乔新明, 等. 岩石高边坡开挖爆破振动信号处理与振动响应分析[J]. 煤炭学报, 2011, 36(增刊2): 401-405.
    (LI Peng, LU Wen-bo, QIAO Xin-ming, et al.Signal processing and response analysis of blasting vibration induced by high rock slope excavation[J]. Journal of China Coal Society, 2011, 36(S2): 401-405. (in Chinese))
    [17] 续秀忠, 华宏星, 陈兆能. 基于环境激励的模态参数辨识方法综述[J]. 振动与冲击, 2002, 21(3): 1-5.
    (XU Xiu-zhong, HUA Hong-xing, CHEN Zhao-neng.Review of modal identification method based on ambient excitation[J]. Journal of Vibration and Shock, 2002, 21(3): 1-5. (in Chinese))
    [18] 王济, 胡晓. MATLAB在振动信号处理中的应用[M]. 北京: 中国水利水电出版社, 2006.
    (WANG Ji, HU Xiao.Applications of MATLAB in vibration signal processing[M]. Beijing: China Water and Power Press, 2006. (in Chinese))
    [19] BRACEWELL R N.The fourier transform and its applications[M]. 3rd ed. New York: McGraw-Hill, 2002.
    [20] LU W B, YANG J H, YAN P, et al.Dynamic response of rock mass induced by the transient release of in-situ stress[J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 53(7): 129-130. (in Chinese)
  • 期刊类型引用(2)

    1. 王凯,付强,徐超,艾子博,王磊,舒龙勇. 考虑射束硬化的煤岩CT数据阈值分割方法及应用. 煤田地质与勘探. 2023(04): 11-22 . 百度学术
    2. 黄献文,赵光明,黄顺杰,王泽洲,王雪松,唐楚轩. 基于堆积颗粒几何特征的多尺度渗透注浆扩散半径预测. 岩石力学与工程学报. 2023(08): 2028-2040 . 百度学术

    其他类型引用(2)

计量
  • 文章访问数: 
  • HTML全文浏览量:  0
  • PDF下载量: 
  • 被引次数: 4
出版历程
  • 收稿日期:  2017-12-20
  • 发布日期:  2019-02-24

目录

    /

    返回文章
    返回