铁路环境振动屏障隔振研究进展综述
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摘要
本文调查总结了近几十年来国内外连续屏障和非连续屏障隔振的研究进展,并重点介绍了屏障应用于铁路隔振的理论及试验研究成果,提出了屏障隔振应用于铁路交通隔振的主要研究内容和研究方向。
This paper summarizes the research progress on a continuous isolation barrier and non-continuous isolation barrier at home and abroad in recent decades.It also highlight the isolation theory and experimental results used in railways,and present the main research content and research directions for barriers' isolation used in rail traffic.
This paper summarizes the research progress on a continuous isolation barrier and non-continuous isolation barrier at home and abroad in recent decades.It also highlight the isolation theory and experimental results used in railways,and present the main research content and research directions for barriers' isolation used in rail traffic.
引文
[1]Woods R D.Screening of surface waves in soils[J].Journalof the Soil Mechanics and Foundations Division,1968,94(4):221-314.
[2]Müller R.Mitigation measures for open lines against vibrationand ground-borne nosie:a Swiss overview[J].Notes onNumerical Fluid Mechanics and Multidisciplinary Design.2008,99:264-270.
[3]Haupt W A.Isolation of vibrations by concrete core walls[A].Proceedings of the Ninth International Conference onSoil Mechanics and Foundation Engineering[C].Tokyo,1977.251-256.
[4]Haupt W A.Model tests on screening of surface waves[A].Proceedings of 10th International Conference of SoilMechanics and Foundation Engineering[C].Stockholm,Balkema A A,Rotterdam,1981.215-222.
[5]May T W,Bolt B A.The effectiveness of trenches in reducingseismic motion[J].Earthquake Engineering&StructuralDynamics,1982,10(6):195-210.
[6]Yang Y B,Hung H H.A parametric study of wave barriers forreduction of train induced vibration[J].International Journalfor Numerical Methods in Engineering,1997,40(3):3729-3747.
[7]Ramin Motamed,Kazuya Itoh,Sohichi Hirose,et al.Evaluation of wave barriers on ground vibration reductionthrough numerical modeling in Abaqus[A].2009 SimuliaCustomer Conference[C].Tokyo,2009.1-18.
[8]黄菊花.工场振动在地基中传播与衰减规律的研究[D].南昌:南昌大学,1998.
[9]高广运,彭争光,李伟,等.三维层状地基空沟主动隔振分析[J].西北地震学报,2006,28(9):210-215.
[10]赵荣欣,谢永利,章勇,等.泡沫塑料-水泥土充填沟隔振性状研究[J].西安公路交通大学学报,1998,18(1):38-42.
[11]Andersen L,Nielsen S R K.Reduction of ground vibration bymeans of barriers or soil improvement along a railway track[J].Soil Dynamics and Earthquake Engineering,2005,25(7-10):701-716.
[12]Michele Buonsanti,Francis Cirianni,Giovanni Leonardi,etal.Mitigation of railway traffic induced vibrations:theinfluence of barriers in elastic half-space[J].Advances inAcoustics and Vibration,Volume 2009.1-7.
[13]刘奉喜,刘建坤,防建宏,等.多年冻土区铁路隔振沟隔振效果的数值分析[J].中国铁道科学,2003,24(5):48-51.
[14]和振兴,翟婉明,杨新文,等.列车移动轴荷载作用下的地面振动及隔振研究[J].铁道科学与工程学报,2007,4(5):73-77.
[15]罗锟,雷晓燕.新型铁路沟屏障隔振数值分析[J].噪声与振动控制,2010(1):67-71.
[16]Woods R D,M ASCE,Norman E Barnett,et al.Holography:a new tool for soil dynamics[J].Journal of theGeotechnical Engineering Division,1974,100(11):1231-1247.
[17]Aviles J,Sanchez Sesma F J.Piles as barriers for elasticwaves[J].Journal of Geotechnical Engineering,1983,109(9):1134-1146.
[18]Aviles J,Sanchez Sesma F J.Foundation isolation fromvibration using piles as barriers[J].Journal of EngineeringMechanics,1988,114(11):1854-1870.
[19]Boroomand B,Kaynia A M.Vibration isolation by an array ofpiles[A].Soil Dynamics and Earthquake Engineering[C].Southampton:Computational Mechanics Problications,1991.683-693.
[20]Kattis S E,Polyzos D,Beskos D E.Vibration isolation by arow of piles using a 3-D frequency domain BEM[J].International Journal of Numerical Methods in Engineering,1996,46:713-728.
[21]Tsai P H,Feng Z Y,Jen T L.Three-dimensional analysis ofthe screening effectiveness of hollow pile barriers forfoundation-induced vertical vibration[J].Computers andGeotechnics,2008,35(3):489-499.
[22]蔡袁强,丁光亚,徐长节.饱和土中排桩对入射S波隔离的三维分析[J].自然灾害学报,2008,17(2):1-7.
[23]孙雨明.铁路交通产生的地面振动与排桩隔振[D].上海:同济大学,2003.
[24]罗锟,雷晓燕.地屏障在铁路环境振动治理工程中的应用研究[J].铁道工程学报,2009(1):1-6.
[2]Müller R.Mitigation measures for open lines against vibrationand ground-borne nosie:a Swiss overview[J].Notes onNumerical Fluid Mechanics and Multidisciplinary Design.2008,99:264-270.
[3]Haupt W A.Isolation of vibrations by concrete core walls[A].Proceedings of the Ninth International Conference onSoil Mechanics and Foundation Engineering[C].Tokyo,1977.251-256.
[4]Haupt W A.Model tests on screening of surface waves[A].Proceedings of 10th International Conference of SoilMechanics and Foundation Engineering[C].Stockholm,Balkema A A,Rotterdam,1981.215-222.
[5]May T W,Bolt B A.The effectiveness of trenches in reducingseismic motion[J].Earthquake Engineering&StructuralDynamics,1982,10(6):195-210.
[6]Yang Y B,Hung H H.A parametric study of wave barriers forreduction of train induced vibration[J].International Journalfor Numerical Methods in Engineering,1997,40(3):3729-3747.
[7]Ramin Motamed,Kazuya Itoh,Sohichi Hirose,et al.Evaluation of wave barriers on ground vibration reductionthrough numerical modeling in Abaqus[A].2009 SimuliaCustomer Conference[C].Tokyo,2009.1-18.
[8]黄菊花.工场振动在地基中传播与衰减规律的研究[D].南昌:南昌大学,1998.
[9]高广运,彭争光,李伟,等.三维层状地基空沟主动隔振分析[J].西北地震学报,2006,28(9):210-215.
[10]赵荣欣,谢永利,章勇,等.泡沫塑料-水泥土充填沟隔振性状研究[J].西安公路交通大学学报,1998,18(1):38-42.
[11]Andersen L,Nielsen S R K.Reduction of ground vibration bymeans of barriers or soil improvement along a railway track[J].Soil Dynamics and Earthquake Engineering,2005,25(7-10):701-716.
[12]Michele Buonsanti,Francis Cirianni,Giovanni Leonardi,etal.Mitigation of railway traffic induced vibrations:theinfluence of barriers in elastic half-space[J].Advances inAcoustics and Vibration,Volume 2009.1-7.
[13]刘奉喜,刘建坤,防建宏,等.多年冻土区铁路隔振沟隔振效果的数值分析[J].中国铁道科学,2003,24(5):48-51.
[14]和振兴,翟婉明,杨新文,等.列车移动轴荷载作用下的地面振动及隔振研究[J].铁道科学与工程学报,2007,4(5):73-77.
[15]罗锟,雷晓燕.新型铁路沟屏障隔振数值分析[J].噪声与振动控制,2010(1):67-71.
[16]Woods R D,M ASCE,Norman E Barnett,et al.Holography:a new tool for soil dynamics[J].Journal of theGeotechnical Engineering Division,1974,100(11):1231-1247.
[17]Aviles J,Sanchez Sesma F J.Piles as barriers for elasticwaves[J].Journal of Geotechnical Engineering,1983,109(9):1134-1146.
[18]Aviles J,Sanchez Sesma F J.Foundation isolation fromvibration using piles as barriers[J].Journal of EngineeringMechanics,1988,114(11):1854-1870.
[19]Boroomand B,Kaynia A M.Vibration isolation by an array ofpiles[A].Soil Dynamics and Earthquake Engineering[C].Southampton:Computational Mechanics Problications,1991.683-693.
[20]Kattis S E,Polyzos D,Beskos D E.Vibration isolation by arow of piles using a 3-D frequency domain BEM[J].International Journal of Numerical Methods in Engineering,1996,46:713-728.
[21]Tsai P H,Feng Z Y,Jen T L.Three-dimensional analysis ofthe screening effectiveness of hollow pile barriers forfoundation-induced vertical vibration[J].Computers andGeotechnics,2008,35(3):489-499.
[22]蔡袁强,丁光亚,徐长节.饱和土中排桩对入射S波隔离的三维分析[J].自然灾害学报,2008,17(2):1-7.
[23]孙雨明.铁路交通产生的地面振动与排桩隔振[D].上海:同济大学,2003.
[24]罗锟,雷晓燕.地屏障在铁路环境振动治理工程中的应用研究[J].铁道工程学报,2009(1):1-6.
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