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露天矿爆破振动强度物理量分析及其时频特征研究
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摘要
爆破振动是露天矿日常爆破生产作业带来的必然结果,随着爆破技术的广泛应用和爆破规模的不断扩大,对爆破振动危害的控制提出了更高的要求,因此,合理预测爆破振动的衰减规律是使爆破振动危害得到有效控制的基础和前提。论文基于黑龙江永平露天矿爆破生产监测中获得的振动实测数据,采用理论分析和试验研究相结合的方法,对爆破振动强度物理量波形、速度峰值的特征进行了研究;采用回归分析法对振速峰值和主振频率进行了预测;在介绍傅立叶分析和小波分析理论的基础上,对实测数据信号进行了傅立叶频谱分析和小波时频分析。
     通过对实测振速波形进行数值微积分计算,得到加速度、位移波形,对比分析了这三种强度物理量波形和频谱的变化特征,并通过回归分析获得了三者峰值之间的经验公式;采用区间估计的方法,对振速峰值的预测和控制问题进行了研究。同时提出了利用加速度波形可以判别微差爆破分段情况、考虑高程影响的萨道夫斯基修正公式和主频预测公式。在实际应用中,可以根据场地条件得到的结论和公式,对爆破振动强度和频率进行综合分析和预判。
     对于含有干扰和噪声的实测信号,应用小波分析理论的阈值去噪方法对其进行了小波分解与重构,重构后爆破振动信号的干扰成分明显消弱,从而获得了更加真实的爆破振动信号。运用小波分析方法,对消噪后的实测信号进行小波多层分解,获得各频带PPV及爆破振动分量的小波频带能量,通过分析比较,得出小波频带能量可以反映爆破振动“三要素”,即振动强度、频率、持续时间。通过与傅里叶分析法比较,可以看出小波分析法在分析爆破振动信号方面的优势,可以更系统、全面地对其进行分析。
Daily open-pit blasting blasting vibration is caused by the inevitable result of production operations, with the extensive use of blasting and blasting technology, continuous expansion of the scale of blasting vibration control of hazards put forward higher requirements. Therefore, a reasonable prediction blasting vibration attenuation law is to be effectively controlled blasting vibration against the foundation and prerequisite. Papers based on open-pit mine blast in Heilongjiang Yongping production monitoring the vibration measured data obtained using theoretical analysis and experimental study of a combination of methods, Physical quantities on the intensity of blasting vibration waveform, the peak velocity characteristics of the study; using regression analysis of the velocity peak and the main vibration frequency of the forecasts; In introducing the Fourier analysis and wavelet analysis theory, based on the measured data signals were Fourier spectrum analysis and wavelet time-frequency analysis.
     The measured velocity waveforms by numerical calculus terms, to be acceleration, displacement waveform, comparative analysis of these three kinds of intensity of physical quantity changes in the waveform and frequency spectrum characteristics, and obtained by regression analysis between the empirical formula of the three peaks; using interval estimation method, the peak vibration velocity prediction and control were studied. At the same time creatively put forward the blast site geological conditions to adapt to take into account the impact of Sadowsky elevation correction formula and the frequency prediction equation. In practice, you can get the conclusions and formulas based on the intensity and frequency of blasting vibration comprehensive analysis and pre-judgment.
     Contains interference and noise for the measured signal, the application of wavelet analysis theory, the threshold de-noising method and to carry out a wavelet decomposition and reconstruction, the reconstructed blast vibration signals significantly weaken the interference components to gain a more realistic blasting vibration signal in order to facilitate their further analysis. Using wavelet analysis method, de-noising the measured signal after the wavelet decomposition of multi-access to the PPV and blasting vibration frequency components of wavelet band energy, through the analysis and comparison, obtained wavelet band energy can be reflected blasting vibration of the "three elements", that is, vibration intensity, frequency and duration. Comparison with Fourier analysis,Wavelet analysis can be seen in analyzing the advantages of blasting vibration signals can be more systematic and comprehensive analysis of them.
引文
[1]张雪亮,黄树棠编著.爆破地震效应.北京:地震出版社,1981
    [2]孟吉复,惠鸿斌.爆破测试技术.北京:冶金工业出版社,1992
    [3] G.A.波林格著.刘锡荟,熊建国译.爆炸振动分析.北京:科学出版社,1975
    [4] J.Henrych著.刘殿中等译.爆炸动力学及其应用.北京:科学出版社,1987
    [5] Langefors.U.and B. Kihlstrom,The modern technique of rock blasting,John Wiley &Sons,1963
    [6] M.A.萨道夫斯基.地震预报.陈英方等译.地震出版社. 1986
    [7]谢毓寿,王耀文.工业爆破地震效应.地球物理学报,1962,11(2):24~31
    [8]霍永基,王湘钧,费骥鸣.爆破地震效应及安全评定方法探讨.土岩爆破文集(第二辑).北京:冶金工业出版社,1985:260~270
    [9]朱德达.我国爆破地震效应的研究.长沙矿山研究院季刊,1988,8(1):39-45
    [10] Carlos Lopez,Driling and Blasting of Rocks,Printed in Netherlands,1995
    [11] Devine J. F.,et al,Effect of Charge Weight on Vibration Levels from Quarry Blasting,U.S.Bureau of Mine RI6774,1966
    [12] Attwell P.B..Prediction of Ground Vibration Parameters from Major Quarry Blasts,Mining & Mineral Eng.,Dec.1965,621-626
    [13]郭玉学,于双久.工业爆破地震效应的分析.土岩爆破文集(全国土岩爆破经验交流会议论文选).北京:冶金工业出版社,1980:187-198
    [14]吴其苏.露天深孔爆破震动观测.土岩爆破文集(全国土岩爆破经验交流会议论文选).北京:冶金工业出版社,1980,199-207
    [15]龚亚莉.爆破引起地面运动及衰减规律.爆炸与冲击,1981,1(2):79-88
    [16]韩子荣等.金川矿区露天、地下联合开采的爆破震动安全性评定.矿冶工程,1985,5(1):8-12
    [17]于亚伦.爆破振动质点振动轨迹的分析.金属矿山,1985,(8):12-17
    [18]于亚伦.高应变率下的矿岩特性研究.爆炸与冲击,1989,10(3):266-271
    [19]李保珍.露天深孔爆破地震效应的研究.长沙矿山研究院季刊. 1989,9(4):32-37
    [20]张志呈.论工程爆破震动的方向性.有色金属.1985,(5):35-40
    [21]边克信.爆破地震对地下构筑物的影响.有色金属,1981,(6):25-36
    [22]边克信,刘殿中,贾浚川.工程爆破对铁路隧道破坏效应的调查与分析.工程爆破文集(第三辑).北京:冶金工业出版社,1987,199-205
    [23]吴从根.地下大爆破时地震效应对地下构筑物强度的影响.有色金属,1981,(3):36-39,(4):30-34
    [24]杨昇田,张耀勤.爆炸荷载下地下岩洞的应力状态.地下工程,1982,(11):1-6
    [25]杨昇田,丁兆奎等.由邻近爆炸引起的围岩振动规律.爆炸与冲击,1983,3(4):33-43
    [26]杨昇田.爆炸荷载下坑道振动规律及安全性估价.爆炸与冲击,1985,5(4):17-23
    [27]龙维祺,傅学生.爆破振速和振动频率的试验研究.有色金属,1986,(3):34-36
    [28]李铮,朱瑞赓等.爆炸地震波振速的特征系数与衰减指数的研究.爆炸与冲击, 1986,6(3):221-229
    [29]杨桂桐.岩体的动力特性及震动波在岩体中的传播.金属矿山,1992,(6):33-38
    [30]朱瑞赓,李铮.爆炸地震波的现场测量及其安全距离.爆炸与冲击.1982,(1):60-67
    [31]李保珍,王迪安.高程差与爆破振动强度及衰减规律之间关系的探讨.第六届全国工程爆破学术会议论文集,深圳:1997,778-783
    [32]周同岭,杨秀甫,翁家杰.爆破地震高程效应的实验研究.建井技术,1998(增):31-35
    [33]杨永琦,秦虎.地形条件对爆破地震的影响的实验研究.第二届全国煤炭爆破学术会议论文集.湖南长沙. 1989
    [34] Blair D. P.,Jiang J. J.. Surface Vibrations Due to a Vertical Column of Explosive,International Journal of Rock Mechanics & Mining Sciences.1995,32(2):149-154
    [35]龙源,冯长根等.爆破地震波在岩石介质中传播特性与数值计算研究.工程爆破,2000,6(3):1-7
    [36]吕毅,顾毅成等.控制爆破拆除钢筋混凝土整体框架的试验研究.土岩爆破文集(第二辑).北京:冶金工业出版社.1985,172-184
    [37]周家汉等.建筑物拆除爆破塌落造成的地面振动.土岩爆破文集(第二辑).北京:冶金工业出版社,1985,317-326
    [38]周家汉等.爆破拆除建筑物时震动安全距离的确定.工程爆破文集(第三辑).北京:冶金工业出版社,1988,112-119
    [39]李守巨.爆破拆除建筑物触地引起地表振动研究.工程爆破论文选编,武汉:中国地质大学出版社,1993:342-347
    [40]王希之,王自力等.高层建筑物爆破拆除塌落震动的数学模型.爆炸与冲击,2002,22(2):188-191
    [41] S.Strelec,I.Gotic.爆破对城市环境的影响.第四届国际岩石爆破破碎学术会议,中国工程爆破协会校译组编译,冶金工业出版社:1995,21-128
    [42] Dr.Melzer,Hochhaussprengung in Hamburg,Bautechnik,72(1995).
    [43] Frantti G.E..Spectral Energy Density for Quarry Explosions,Bull. Seismol. Soc. Am.,53,989-996,1963
    [44] Greenhalgh S. Effects of Delay Shooting on the Nature of P-Wave Seismograms,Bull. Seismol. Soc. Am.,70,2037-2050,1980
    [45] Anderson D.A. et al,Blast Design for Optimizing Fragmentation While Controlling Frequency of Ground Vibration,Proc. 8th Conf. Explosives and Blasting Techniques,New Orleans. LA,69-89,1982
    [46] Anderson D.A. et al,Synthetic Delay Versus Frequency Plots for Predicting Ground Seismic Analysis and Discrimination,Washington,DC,70-74,1983
    [47] Anderson D.A. et al,A method Site-Specific Prediction and Control of Ground Vibration from Blasting,Proc . Symp. on Explosives and Blasting Research,28-42,1985
    [48] Hinzen K. G.,et al,A New Approach to Predictt and Reduce Blast Vibration by Modeling of Seismograms and Using A new Electronic Initiation System,Proc. 13th Conf. Explosives and Blasting Techniques,144-161,1988
    [49]吴从师,吴其苏.爆破地震模拟初探.爆炸与冲击,1990,10(2):170-175
    [50]薛孔宽,唐荣光等.分段微差爆破地震效应的叠加分析.爆破,1991,(3):67-71
    [51]卢文波.岩石爆破中应力波的传播及其效应研究.武汉:武汉水利电力大学博士学位论文,1994
    [52]刘军,吴从师.用传递函数预报建筑物的爆破地震效应.矿冶工程,1998,18(4):1-4
    [53] Dave Lilly,Neural Network Simulation:Charting the Future of Blast Process Control,ISEE Vol. 13/№.2 Sep./Oct. 1995
    [54]徐全军.微差深孔爆破振动预报研究,北京:北京理工大学博士学位论文,1997
    [55]徐全军,刘强,聂渝军等.爆破地震峰值预报神经网络研究.爆炸与冲击,1999,19(2):133-138
    [56]张继春.三峡工程基岩爆破振动特性的试验研究.爆炸与冲击,2001,21(2):131-137
    [57] Sharp B. W.,The Characteristic Property of Near-Source,AD-A150 741MF,1987
    [58]蒋进军等.地下爆源引起的地表震动.爆破,1993,10(3):1-7
    [59]杜修力,陈厚群.地震动随机模拟及其参数确定方法.地震工程与工程振动,1994,14(4):1-5
    [60]唐德高,毕佳,孙乃光等.常规武器爆炸作用下地震动的试验研究,爆炸与冲击,1997,17(3):207-213
    [61]钟放庆,靳平,李孝兰等.地下爆炸地震波的数值模拟及震源函数的研究.爆炸与冲击,2001,21(1):53-55
    [62]贾光辉,王志军,张国伟等.爆破地震波对地下结构物的影响仿真研究.华北工学院学报. 2001,(6):445-448
    [63]鲁晓兵,郭易圆,李世海.爆炸载荷下三峡三期纵向围堰响应的离散元分析.岩石力学与工程学报. 2002,21(2):158-162
    [64] C. H. Dowding . Monitoring and control of blasting effects[M] . Ming Engineering Handbook . Prentice Hall . 1985:746-760
    [65] Cohen. Time frequency distribution review[J].Proc 1989,77(7):941-981
    [66]丁康,陈健林,苏向荣.平稳和非平稳震动信号的若干处理方法及发展[J] .震动工程学报,2003,16(1):1-10
    [67]何军,于亚伦,梁文基.爆破震动信号的小波分析[J] .岩土工程学报,1998,20(1):47-50
    [68]林大超,施惠基,白春华等.爆破地震效应的时频分析[J] .爆炸与冲击,2003,23(1):31-35
    [69]凌同华,李夕兵.地下工程爆破震动信号能力分布的小波包分析[J] .爆炸与冲击,2004,24(1):63-68
    [70]张义平,李夕兵,赵国彦.基于HHT方法的爆破震动信号分析[J] .工程爆破,2004,11(1):1-7
    [71]宋熙太,任建民.爆炸波分析及波谱[J] .爆炸与冲击.1982,2(4):32-42
    [72]李廷芥等.瞬态波形的频谱分析及其在岩石动力学中的应用[J] .爆炸与冲击,1985,5(4):10-16
    [73] E. D. Siskind Frequency Analysis and Use of Response Spectra for Blast Vibration Assessments in Mining[C] .Proceedings of the 22th Annual Conference on Explosives and Blasting Technique(VolumeⅡ) .New Jersey USA.1996,4:176-183
    [74]吴腾芳,王凯,季茂荣等.反应谱分析在工程微差爆破地震监测中的应用与研究[J] .兵工学报,1998,19(3):271-274
    [75]张奇,白春华,刘庆明爆炸地震波频谱特性研究[J] .北京理工大学学报,1999,19(3):306-308
    [76]郭学彬,肖正学.爆破地震波的频谱特性研究[J] .化工矿物与加工,1999,28(7): 18-20
    [77]阳生权,刘宝深.小线间距平等隧道爆破震动加速度测试[[J] .爆破器材,1999 28(6):1-4
    [78]林秀英,张志呈.爆破地震波的频谱分析[[J] .中国矿业.2000 9(6): 77-80
    [79] Cohen L. Time-frequency analysis: theory and application[M] . Prentice Hall 1995
    [80]马瑞恒,钱汉明,娄建武等.时频分布在爆破震动信号处理中的应用[J] .工程爆破,2004.,10(2): 8-12
    [81]胡昌华,李国华,刘涛等.基于MATLAB6.X的系统分析与设计—小波分析(第二版)[M] .西安:西安电子科技大学,2004.
    [82] Morlet J.Wave propagation and sampling theory[J]. Grophys. 1982: 47(2): 203-236
    [83]徐佩霞等.小波分析与应用实例「M] .合肥:中国科学技术大学出版社,1996
    [84]杨福生..小波变换的工程分析与应用「M].北京:科学出版社,2000: 178-189
    [85] Charles K Chui. An introduction to wavelets[M] .New York: Academic Press 1nc. 1992:297-333
    [86]李世雄.小波变换及其应用[M] .北京:高等教育出版社,1997: 20-60
    [87] Coifman P. R., Wickerhauser M. V. Entropy-based algorithms for best basis selection. IEEE Tansactions on Information Theory 1992 38(2): 313-318
    [88]宋光明,曾新吾,陈寿如等.爆破条件对爆破震动信号分析中小波包时频特征的影响[J]工程爆破,2002, 8(3):5-12
    [89]黄文华,徐全军,沈蔚等.小波变换在判断爆破地震危害中的应用[J]工程爆破,2006,7(1):24-27
    [90]凌同华.爆破震动效应及其灾害的主动控制[D].博士学位论文,长沙:中南大学,2008
    [91] Mallat S.A Theory for Multiresolution signal decomposition:The wavelet represention. IEEE Transactions Pattern Anal Machine Intell,1989,11(7):674-693
    [92] Mallat S.Hwang W. L. Singularity detection and processing with wavelets. IEEE Transaction on Information Theory,1992,38(2):617-643
    [93] DonohoDL.noising by soft-thresholding.IEET Transaetionon Information,1995,41(3):613~627
    [94] Coifman RR,Donoho D L . Tranlation-invariant denoising. Wavelets and Statistics . Springer Verlag. New York/Berlin. 1995,125-150
    [95]龙源,娄建武,徐全军.小波分析在结构物对爆破振动响应的能量分析法中的应用[J] .爆破器材,2001:1-5.
    [96]凌同华,李夕兵.地下工程爆破振动信号能量分布的小波包分析[J].爆炸与冲击,2004,24(l):63-68
    [97]徐国元,中国生.基于小波变换的爆破地震安全能量分析法的应用研究[J].岩土工程学报,2006,28(1):24-28
    [98]张伟.基于小波理论的爆破动力响应分析[D].2007
    [99]曾宪伟,赵卫明,盛菊琴,莘海亮.应用小波包识别宁夏及邻区的地震和爆破[J].地震研究,2008,31(2):142-148
    [100] IDTS3850测振仪说明书.成都中科仪器公司.成都,2005
    [101]飞思科技产品研发中心.小波分析理论与MATLAB7实现[M] .北京:电子工业出版社,2005

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