爆破振动预测研究综述
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摘要
爆破振动过大会引起各种破坏现象,对爆破振动进行有效预测是优化爆破方案和采取防护措施的前提。从试验研究、理论研究、数值模拟及其他几个方面总结了国内外在爆破振动强度和频率预测领域的研究方法和研究成果。
Over blasting vibration may cause various failure,and effective prediction to blasting vibration is the precondition for optimizing blasting plan and taking defense measurement.Study methods and achievements in blasting vibration intensity and frequency prediction field both at home and abroad are reviewed from experimental test,theoretic study,numerical simulation and other aspects.
Over blasting vibration may cause various failure,and effective prediction to blasting vibration is the precondition for optimizing blasting plan and taking defense measurement.Study methods and achievements in blasting vibration intensity and frequency prediction field both at home and abroad are reviewed from experimental test,theoretic study,numerical simulation and other aspects.
引文
[1]刘殿中,杨仕春.工程爆破实用手册[M].北京:冶金工业出版社,2004.
[2]Duvall W I,Petkof B.Spherical propagation of explosion of genera-ted strain pulses in rocks[R].USBM,RI-5483,1959:21-25.
[3]胡国忠.城市地下工程爆破的地面爆破震动效应及其震动强度预测[D].重庆:重庆大学,2005.
[4]Indian Standard Institute,Criteria for safety and design of struc-tures subjected to underground blast ISI.Bulletin(1973)IS-6922.
[5]Langefors U,KihlstromB,Westerberg H.Ground vibrations in blas-ting[J].WaterPower,1958(9):335-338;1958(10):390-395;1958(11):421-424.
[6]于海英,于双久.工程爆破场地地震动强度预测研究[J].地震工程与工程振动,2004,24(1):122-129.
[7]Manoj Khandelwal,T.N.Singh Evaluation of blast-induced groundvibration predictors[J].Soil Dynamics and Earthquake Engineer-ing,2007(27):116-125.
[8]刘美山,吴从清,张正宇.小湾水电站高边坡爆破震动安全判据试验研究[J].长江科学院院报,2007,24(1):40-43.
[9]朱传统,刘宏根,梅锦煜.地震波参数沿边坡坡面传播规律公式的选择[J].爆破,1988,10(2):30-31.
[10]宋光明,陈寿如,史秀志,等.露天矿边坡爆破振动监测与评价方法的研究[J].有色金属:矿山部分,2000(4):24-27.
[11]周同岭,杨秀甫,翁家杰.爆破地震高程效应的实验研究[J].建井技术,1997(增刊):31-35.
[12]许海亮,张继春,杨红,等.钻孔爆破振动速度计算公式及其简化的探讨[J].同济大学学报:自然科学版,2007,35(7):899-903.
[13]邓正道.露天矿大区多排孔微差爆破地震效应的研究[J].露天采矿技术,1987(2):16-19.
[14]吴绵拔.土岩微差爆破的振动效应[J].土工基础,2005,19(6):75-76.
[15]A.Ghosh,J.K.Daemen,A simple new blast vibration predic-tor,in:Proceedings of the 24th U.S Symposium on Rock Mechan-ics[D].Texas,USA,1983:151-161.
[16]Rajesh Rai,TN Singh.A new predictor for ground vibration pre-diction and its comparison with other predictors[J].Indian journalof engineering and materials sciences,2004(11):178-184.
[17]吕淑然.爆破震动强度预测的神经网络模型研究[J].金属矿山,2009(6):40-42.
[18]沈蔚,徐全军,季茂荣,等.中深孔爆破振动参数的BP神经网络预报[J].爆炸与冲击,2002,22(4):353-357.
[19]徐全军,张庆明,恽寿榕.爆破地震峰值的神经网络预报模型[J].北京理工大学学报,1998,18(4):472-475.
[20]Mostafa Tantawy Mohamed.Artificial neural network for predic-tion and control of blasting vibrations in Assiut(Egypt)limestonequarry[J].International Journal of Rock Mechanics&Mining Sci-ences,2009,46:426-431.
[21]Manoj Kh,Singh TN.Prediction of blast induced ground vibra-tions and frequency in opencast mine:a neural network approach[J].Journal of Sound and Vibration,2006(289):711-725.
[22]杨佑发,崔波.爆破震动速度峰值的预测[J].振动与冲击,2009,28(10):195-198.
[23]陈德志,朱瑞賡.基于BP神经网络的路堑爆破对邻近民房安全预测的研究[J].岩石力学与工程学报,2002(2):51-54.
[24]张艺峰,姚道平,谢志招.基于BP神经网络的爆破振动峰值及主频预测[J].工程地球物理学报,2008,5(2):222-226.
[25]唐海,石永强,李海波.基于神经网络的爆破振动速度峰值预报[J].岩石力学与工程学报,2007,26(1):3533-3539.
[26]T.N.Singh,and Virendra Singh.An intelligent approach to pre-diction and control ground vibration in mines[J].Geotechnical andGeological Engineering,2005(23):249-262.
[27]Singh TN.Artificial neural network approach for prediction andcontrol of ground vibrations in mines[J].Min Technol,SecA2004,113(4):251-256.
[28]Zhixin Yan,Ping Jiang,Jian Duan.Study on the methods of pre-dicting blasting-induced ground vibration intensity[C].2009 con-trolling Seismic hazard sustainable development in deep mines,Rinton press,2009:441-448.
[29]Singh,T.N.,Singh,A.and Singh,C.S.Prediction of ground vi-bration induced by blasting.[J].Journal of Indian Mining Engi-neering,1994:31-34.
[30]张艺峰,姚道平,谢志招.L-M优化算法在爆破振动参数预测中的应用[J].地震学报,2008,30(5):540-544.
[31]YANG Chengxiang,FENG Xiating.Assessment of Blast VibrationResponse of Structures around Mines Using Evolutionary-NeuralApproach[C].Proceedings of the International Symposium onSafety Science and Technology,2004:797-802.
[32]史秀志,薛剑光,陈寿如.爆破振动特征参量的粗糙集模糊神经网络预测[J].振动与冲击,2009,28(7):73-76.
[33]A.K.Chakraborty1,P.Guha B.Chattopadhyay,S.Pal,andJ.Das A Fusion Neural Network for Estimation of Blasting Vibra-tion[M].Neural Information Processing,Heidelberg,SpringerBerlin,2004.
[34]MonjeziM.Predicting blast-induced ground vibration using varioustypes of neural networks[J].Soil Dynamic and Earthquake Engi-neering,(2010),doi:10.1016/j.soildyn.2010.05.005.
[35]卢文波,Hustrulid W.质点峰值振动速度衰减公式的改进[J].工程爆破,2002,8(3):1-4.
[36]Starfield A M.Pugliese J.M.Compress waves generated in rockby cylindrical explosive charges:a comparision between computerand field measurements[J].International Journal of RockMechanics&Mining Sciences.1968(5):65-67.
[37]蒋进军,Dane P.Blair,GrahamR.Baird.地下爆源引起的表面振动[J].爆破,1993,10(3):1-7.
[38]徐全军,王希之,等.柱状装药近源场爆破振动峰值预报研究[C].成都:第七届全国工程爆破学术会议论文集,2007.
[39]刘亚群,李海波,李俊如,等.爆破荷载作用下黄麦岭磷矿岩质边坡动态响应的UDEC模拟研究[J].岩石力学与工程学报,2004,23(21):3659-3663.
[40]Javier Torano,Rafael Rodriguez.FEM models including random-ness and its application to the blasting vibrations prediction[J].Computers and Geotechnics,2006(33):15-28.
[41]苏国韶,张小飞,符兴义.爆炸荷载作用下岩体振动特性的DE-FLAC3D数值模拟方法[J].北京理工大学学报,2009,29(6):471-474.
[42]Blair,Dane P.Charge weight scaling laws and the superpositionof blast vibration waves[J].Fragblast,2004,8(4):221-239.
[43]卢文波,王进攻.爆源中远区的爆破振动场模拟[J].爆破,1996,13(3):8-11.
[44]史秀志,董凯程,邱贤阳.基于支持向量机回归爆破振动速度预测分析[J].工程爆破,2009,15(3):28-30.
[45]Manoj Khandelwal.Evaluation and prediction of blast inducedground vibration using support vector machine[J].InternationalJournal of Rock Mechanics&Mining Sciences,2010(47):509-516.
[46]Khandelwal M,Kankar P K.Evaluation and prediction of blastinduced ground vibration using support vector machine[J].Miningscience and technology,2010(20):64-70.
[47]霍永基.爆破地震效应及安全评定方法[C].北京:冶金工业出版社,1985.
[48]张立国,龚敏,于亚伦.爆破振动频率预测及其回归分析[J].辽宁工程技术大学学报,2005,24(2):187-189.
[49]王永庆,魏晓林,夏柏如,等.爆破振动频率预测研究[J].爆破,2007,24(4):17-20.
[50]孟海利,郭峰.爆破地震波主频率的试验研究[J]铁道工程学报,2009(11):81-83.
[51]焦永斌.爆破地震安全评定标准初探[J].爆破,1995(3):45-47.
[52]唐春海,等.爆破地震动安全判据的初步探讨[J].有色金属,2001,53(1):1-3.
[53]史秀志.爆破振动信号时频分析与爆破振动特征参量和危害预测研究[D].长沙:中南大学,2007.
[2]Duvall W I,Petkof B.Spherical propagation of explosion of genera-ted strain pulses in rocks[R].USBM,RI-5483,1959:21-25.
[3]胡国忠.城市地下工程爆破的地面爆破震动效应及其震动强度预测[D].重庆:重庆大学,2005.
[4]Indian Standard Institute,Criteria for safety and design of struc-tures subjected to underground blast ISI.Bulletin(1973)IS-6922.
[5]Langefors U,KihlstromB,Westerberg H.Ground vibrations in blas-ting[J].WaterPower,1958(9):335-338;1958(10):390-395;1958(11):421-424.
[6]于海英,于双久.工程爆破场地地震动强度预测研究[J].地震工程与工程振动,2004,24(1):122-129.
[7]Manoj Khandelwal,T.N.Singh Evaluation of blast-induced groundvibration predictors[J].Soil Dynamics and Earthquake Engineer-ing,2007(27):116-125.
[8]刘美山,吴从清,张正宇.小湾水电站高边坡爆破震动安全判据试验研究[J].长江科学院院报,2007,24(1):40-43.
[9]朱传统,刘宏根,梅锦煜.地震波参数沿边坡坡面传播规律公式的选择[J].爆破,1988,10(2):30-31.
[10]宋光明,陈寿如,史秀志,等.露天矿边坡爆破振动监测与评价方法的研究[J].有色金属:矿山部分,2000(4):24-27.
[11]周同岭,杨秀甫,翁家杰.爆破地震高程效应的实验研究[J].建井技术,1997(增刊):31-35.
[12]许海亮,张继春,杨红,等.钻孔爆破振动速度计算公式及其简化的探讨[J].同济大学学报:自然科学版,2007,35(7):899-903.
[13]邓正道.露天矿大区多排孔微差爆破地震效应的研究[J].露天采矿技术,1987(2):16-19.
[14]吴绵拔.土岩微差爆破的振动效应[J].土工基础,2005,19(6):75-76.
[15]A.Ghosh,J.K.Daemen,A simple new blast vibration predic-tor,in:Proceedings of the 24th U.S Symposium on Rock Mechan-ics[D].Texas,USA,1983:151-161.
[16]Rajesh Rai,TN Singh.A new predictor for ground vibration pre-diction and its comparison with other predictors[J].Indian journalof engineering and materials sciences,2004(11):178-184.
[17]吕淑然.爆破震动强度预测的神经网络模型研究[J].金属矿山,2009(6):40-42.
[18]沈蔚,徐全军,季茂荣,等.中深孔爆破振动参数的BP神经网络预报[J].爆炸与冲击,2002,22(4):353-357.
[19]徐全军,张庆明,恽寿榕.爆破地震峰值的神经网络预报模型[J].北京理工大学学报,1998,18(4):472-475.
[20]Mostafa Tantawy Mohamed.Artificial neural network for predic-tion and control of blasting vibrations in Assiut(Egypt)limestonequarry[J].International Journal of Rock Mechanics&Mining Sci-ences,2009,46:426-431.
[21]Manoj Kh,Singh TN.Prediction of blast induced ground vibra-tions and frequency in opencast mine:a neural network approach[J].Journal of Sound and Vibration,2006(289):711-725.
[22]杨佑发,崔波.爆破震动速度峰值的预测[J].振动与冲击,2009,28(10):195-198.
[23]陈德志,朱瑞賡.基于BP神经网络的路堑爆破对邻近民房安全预测的研究[J].岩石力学与工程学报,2002(2):51-54.
[24]张艺峰,姚道平,谢志招.基于BP神经网络的爆破振动峰值及主频预测[J].工程地球物理学报,2008,5(2):222-226.
[25]唐海,石永强,李海波.基于神经网络的爆破振动速度峰值预报[J].岩石力学与工程学报,2007,26(1):3533-3539.
[26]T.N.Singh,and Virendra Singh.An intelligent approach to pre-diction and control ground vibration in mines[J].Geotechnical andGeological Engineering,2005(23):249-262.
[27]Singh TN.Artificial neural network approach for prediction andcontrol of ground vibrations in mines[J].Min Technol,SecA2004,113(4):251-256.
[28]Zhixin Yan,Ping Jiang,Jian Duan.Study on the methods of pre-dicting blasting-induced ground vibration intensity[C].2009 con-trolling Seismic hazard sustainable development in deep mines,Rinton press,2009:441-448.
[29]Singh,T.N.,Singh,A.and Singh,C.S.Prediction of ground vi-bration induced by blasting.[J].Journal of Indian Mining Engi-neering,1994:31-34.
[30]张艺峰,姚道平,谢志招.L-M优化算法在爆破振动参数预测中的应用[J].地震学报,2008,30(5):540-544.
[31]YANG Chengxiang,FENG Xiating.Assessment of Blast VibrationResponse of Structures around Mines Using Evolutionary-NeuralApproach[C].Proceedings of the International Symposium onSafety Science and Technology,2004:797-802.
[32]史秀志,薛剑光,陈寿如.爆破振动特征参量的粗糙集模糊神经网络预测[J].振动与冲击,2009,28(7):73-76.
[33]A.K.Chakraborty1,P.Guha B.Chattopadhyay,S.Pal,andJ.Das A Fusion Neural Network for Estimation of Blasting Vibra-tion[M].Neural Information Processing,Heidelberg,SpringerBerlin,2004.
[34]MonjeziM.Predicting blast-induced ground vibration using varioustypes of neural networks[J].Soil Dynamic and Earthquake Engi-neering,(2010),doi:10.1016/j.soildyn.2010.05.005.
[35]卢文波,Hustrulid W.质点峰值振动速度衰减公式的改进[J].工程爆破,2002,8(3):1-4.
[36]Starfield A M.Pugliese J.M.Compress waves generated in rockby cylindrical explosive charges:a comparision between computerand field measurements[J].International Journal of RockMechanics&Mining Sciences.1968(5):65-67.
[37]蒋进军,Dane P.Blair,GrahamR.Baird.地下爆源引起的表面振动[J].爆破,1993,10(3):1-7.
[38]徐全军,王希之,等.柱状装药近源场爆破振动峰值预报研究[C].成都:第七届全国工程爆破学术会议论文集,2007.
[39]刘亚群,李海波,李俊如,等.爆破荷载作用下黄麦岭磷矿岩质边坡动态响应的UDEC模拟研究[J].岩石力学与工程学报,2004,23(21):3659-3663.
[40]Javier Torano,Rafael Rodriguez.FEM models including random-ness and its application to the blasting vibrations prediction[J].Computers and Geotechnics,2006(33):15-28.
[41]苏国韶,张小飞,符兴义.爆炸荷载作用下岩体振动特性的DE-FLAC3D数值模拟方法[J].北京理工大学学报,2009,29(6):471-474.
[42]Blair,Dane P.Charge weight scaling laws and the superpositionof blast vibration waves[J].Fragblast,2004,8(4):221-239.
[43]卢文波,王进攻.爆源中远区的爆破振动场模拟[J].爆破,1996,13(3):8-11.
[44]史秀志,董凯程,邱贤阳.基于支持向量机回归爆破振动速度预测分析[J].工程爆破,2009,15(3):28-30.
[45]Manoj Khandelwal.Evaluation and prediction of blast inducedground vibration using support vector machine[J].InternationalJournal of Rock Mechanics&Mining Sciences,2010(47):509-516.
[46]Khandelwal M,Kankar P K.Evaluation and prediction of blastinduced ground vibration using support vector machine[J].Miningscience and technology,2010(20):64-70.
[47]霍永基.爆破地震效应及安全评定方法[C].北京:冶金工业出版社,1985.
[48]张立国,龚敏,于亚伦.爆破振动频率预测及其回归分析[J].辽宁工程技术大学学报,2005,24(2):187-189.
[49]王永庆,魏晓林,夏柏如,等.爆破振动频率预测研究[J].爆破,2007,24(4):17-20.
[50]孟海利,郭峰.爆破地震波主频率的试验研究[J]铁道工程学报,2009(11):81-83.
[51]焦永斌.爆破地震安全评定标准初探[J].爆破,1995(3):45-47.
[52]唐春海,等.爆破地震动安全判据的初步探讨[J].有色金属,2001,53(1):1-3.
[53]史秀志.爆破振动信号时频分析与爆破振动特征参量和危害预测研究[D].长沙:中南大学,2007.
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