参考文献

［1］Al⁃Qadi I L，Xie W，Roberts R.Scattering Analysis of Railroad Ballast Using Ground Penetrat⁃ing Radar.Journal of Nondestructive Testing and Evaluation，2008，41（6）：441⁃447.

［2］Al⁃Qadi I L，Roberts R，Tutumluer E，et al.New Ground Penetrating Radar Analysis Tech⁃niques for Ballast Assessment.Technology Digest，2009，TD⁃09⁃028，Association of AmericanRailroads，Transportation Technology Center，Inc.，Pueblo，CO.

［3］Al⁃Qadi I L，Xie W，Roberts R，et al.Data Analysis Techniques for GPR Used for AssessingRailroad Ballast in High Radio⁃Frequency Environment.Journal of Transportation Engineering，2010，136（4）：392⁃399.

［4］Al⁃Qadi I L，Xie W，Jones D L，et al.Development of a Time⁃frequency Approach to QuantifyRailroad Ballast Fouling Condition Using Ultra⁃wide Band Ground⁃penetrating Radar Data.Spe⁃cial Issue on Nondestructive Testing，2010，19（10）：763⁃772.

［5］Al⁃Nuaimy W，Gascoyne A E J.Train⁃Mounted GPR for High⁃Speed Rail Trackbed Inspection，Proceedings of the Tenth International Conference on Ground Penetrating Radar（GPR 2004），21⁃24 June 2004，Delf，S.631⁃634.

［6］Berggren E G，Smekal A，Silvast M.Monitoring and Substructure Condition Assessment of Ex⁃isting Railway Lines for Upgrading to Higher Axle Loads and Speeds.Proceeding of 7th WorldCongress on Railway Research，2006.

［7］Bold R D，O’Connor G，Morrissey J P，et al.New Analysis of Ground Penetrating Radar Tes⁃ting of a Mixed Railway Trackbed.Transportation Research Board 89th Annual Meeting，2010.

［8］Brightwells，Thomas M.Geophysical Assessment of Railway Assets⁃a Practical View.Proceed⁃ings of 6th International Conference on Railway Engineering，2003.

［9］Brough M，Stirling A，Ghataora G，et al.Evalution of Railway Trackbed and Formation：aCase Study.NDT ＆ International，2003，36（3）：145⁃156.

［10］Butler D，Dawson J.Ground Penetrating Radar Investigation of Ballast on the CN and CP RailLines Near Ashcroft，British Columbia.2006，Transport Canada Publication No TP14607E，26.

［11］Carpenter D，Jackson P J，Jay A.Enhancement of the GPR Method of Railway Trackbed In⁃vestigation by the Installation of Radar Detectable Geosynthetics.NDT＆E International，2004，37（2）：95⁃103.

［12］Clark M R，Gillespie R，Kemp T，et al.Electromagnetic Properties of Railway Ballast.NDT＆ E International Journal，2001，34（5），305⁃311.

［13］Clark M，Gordon M O，Forde M C.Issues Over High⁃Speed Non⁃invasive Monitoring of Rail⁃way Trackbed.NDT＆E International，2004，37（2）：131⁃139.

［14］Dae⁃Sang K.Evaluation on the Condition of Track Substructure Using GPR/PBS/LFWD，Ko⁃rean Geotechnical Society，2005，21（5）：163⁃170.

［15］Doshi A，Al⁃Nuaimy W.Automatic Processing of Train⁃Mounted GPR Data for Ballast Inspec⁃tion.Progress In Electromagnetics Research Symposium，2006，26⁃29.

［16］Eriksen A，Venables B，Gascoyne J，et al.Benefits of High Speed GPR to Manage TrackbedAssets and Renewal Strategies.PWI Conference，Brisbane，Australia，19th June 2006，.

［17］Galagher G P，Leiper Q，Williamson R，et al.Application of Ground Penetrating Radar in theRailway Industry：Proceedings of the 1st International Conference Railway Engineering⁃98.Technical Press，London，1999.

［18］Galagher G P，Leiper Q，Williamson R，et al.The Application of Time Domain GroundPenetrating Radar to Evaluate Railway Track Ballast.NDT＆E International 1999，32（8）：463⁃468.

［19］Gascoyne A E J，Al⁃Nuaimy W.Improved Productivity ＆ Reliability of Ballast Inspection U⁃sing Road⁃Rail Multi⁃Channel GPR.Railway Engineering 2004，London，UK：CommonwealthInstitute 6th⁃7th July 2004.

［20］Geraadss，Charachon B，Loeffler O，et al G.Applying a Wavenumber Notch Filter to Re⁃move Interferences Caused by Railway Sleepers from a GPR Section.9th International Confer⁃ence on Ground Penetrating Radar，Procedings of SPIE 2002，4758：715⁃718.

［21］Houck R T.Subsurface ImagingWith Ground Penetrating Radar，PhD thesis，The PennsylvaniaState University，1984.

［22］Hrubec K.Geophysical Exploration in a Segment of a Railway Line Bicske⁃Szárliget（Hunga⁃ry）.Proc.7th Int.Con.Railway Engineering，2004.

［23］Hyslip J P.Demands on the Subgrade Drive GPR Developments.Railway Gazette Internation⁃al，2005，（1）：37⁃39.

［24］Hyslip J P，Olhoeft G R，Smithss，et al.Ground Penetrating Radar for Railroad Track Sub⁃structure Evalution.DOT/FRA/ORD⁃05/04，Federal Railroad Administration，Washington，D.C，2005.

［25］Hugenschmidt J.Railway Track Inspection Using GPR⁃Some Examples from Switzerland.Pro⁃ceeding of Seventh International Conference on Ground Penetrating Radar，1998，1 of 2：197⁃202.

［26］Hugenschmidt J.Railway Track Inspection Using GPR.Journal of Applied Geophysics，2000，（43）：147⁃155.

［27］Jack R，Jackson P.Imaging Attributes of Railway Track Formation and Ballast Using GroundProbing Radar.NDT ＆ E International Journal，1999，32（8）：457⁃462.

［28］Keogh T，Mesher D E，Keegan T R.An Integrated System for Accurate Tie and Ballast Condi⁃tion Assessment.Rail RadarTMInc and Canadian National Railway，2006.

［29］Khakiev Z.B，Bilalov V A，Morozov A V，et al.Wideband Narrow Directional Antennas forCondition Monitoring of the Railway Tracks Ballast Section.2nd EAGE and Geomodel Engi⁃neering Geopysics Conference，2006.

［30］Khakiev Z B，Bilalov V A，Morozov A V，et al.Improving GPR Monitoring of Track Ballastand Railway Structrural Integrity.Russia and CIS，2009，March，27：93⁃95.

［31］Leng Z，Al⁃Qadi I L.Dielectric Constant Measurement of Railroad Ballast and Application ofSTFT for GPR Data Analysis.NDTCE’09，Non⁃Destructive Testing in Civil Engineering，Nantes，France，2009.

［32］Leng Z，Al⁃Qadi I L，Davis D D.Data Analysis of Railroad Substructure Conditions usingGround Penetrating Radar，Technology Digest，TD⁃09⁃033，December 2009.Association ofAmerican Railroads，Transportation Technology Center，Pueblo，CO，2009.

［33］Loizos A，Plati C.Ground Penetrating Radar：A Smart Sensor for the Evaluation of the Rail⁃way Trackbed.Instrumentation and Measurement Technology Conference.Warsaw，Poland，2007，1⁃6.

［34］Manacorda G，Morandi D，Sparri A，et al.A Customized GPR System for Railroad TracksVerification.Proceedings of the Ninth International Conference on Ground Penetrating Radar，April 29⁃May 2，2002，Santa Barbara，California.S Koppenjan ＆ H Lee（Eds）Proc.ofSPIE，2002，4758：719⁃723.

［35］Moynihan T W，English G W.Railway Safety Technologies.Railway Safety Act Review Secre⁃tariat of Research and Traffic Group，2007.

［36］Narayanan R M，Kumke C J，Li D.Railroad Track Substructure Monitoring Using GroundPenetrating Radar（GPR）.Rail Int.，2001；32（1）：28⁃34.

［37］Narayanan R M，Kumke C J，Li D Q.Railroad Track Monitoring Using Ground PenetratingRadar：Simulation Study and Field Measurements.Part of the SPIE Conference on SubsurfaceSensors and Applications，Denver，Colorado，1999，3752：234⁃251.

［38］Narayanan R M，Machavaram R N，Li D，et al.Analysis of Track Modulus Estimation ModelsUsing Ground Penetrating Radar Data，Rail International，2004，35（8）：22⁃30.

［39］Noon D A，Stickley G F，Longstaff D.A Frequency⁃Independent Characteristics of GPR Pen⁃etration and Resolution Performance.Journal of Applied Geophysics，1998.（40）：127⁃137.

［40］Olhoeft G R，Selig E T.Ground Penetrating Radar Evaluation of Railroad Track SubstructureConditions.Proceedings of the 9th International Conference on Ground Penetrating Radar，2002，48⁃53.

［41］Olhoeft G R，Smiths，Hyslip J P，et al.GPR in Railroad Investigations.Proceedings of 10thInternational Conference on Ground Penetrating Radar，21⁃24 June，2004，Delft，The Neth⁃erlands.

［42］Read D，Hyslip J，McDaniel R，et al.Revenue Service Track Substructure Investigation，Technology Digest TD10⁃006，Association of American Railroads，Transportation TechnologyCenter，Inc.，Pueblo，CO，2010.

［43］Roberts R，Al⁃Qadi I L，Tutumluer E，et al.Advances in Railroad Ballast Evaluation Using2GHz Horn Antenna.Proc.，11th International Conference on Ground Penetrating Radar（CD），Columbus，Ohio，2006.

［44］Roberts R，Al⁃Qadi I L，Tutumluer E，et al.Subsurface Evaluation of Railway Track UsingGround PenetratingRadar.ResearchReport，12/04⁃09/08，U.S：DepartmentofTransportation Federal Railroad Administration，2009.

［45］Saarenketo T，Silvast M，Noukka J.Using GPR on Railways to Identify Frost Susceptible Are⁃as.Proceedings of 6th International Conference on Railway Engineering，London，UK，30April⁃1May，2003.

［46］Saarenketo T.Electrical Properties of Road Materials and Subgrade Soils and the Use ofGround Penetrating Radar in Traffic Infrastructure Surveys，PhD Thesis，University ofOulu，2006.

［47］Selig E T，Hyslip J P，Olhoeft G R，et al.Ground Penetrating Radar for Track SubstructureCondition Assessment，Proceedings STS Implementation of Heavy Haul Technology forNetwork Efficiency，International Heavy Haul Association，2003.

［48］Shao W，Bouzerdoum A，Phungs L，et al.Automatic classification of GPR signals.13th In⁃ternational Conference on Ground Penetrating Radar（GPR），2010.

［49］Silvast M，Levomäki M，Nurmikolu A，et al.NDT Techniques in Railway Structure Analysis.Proceedings of 7th World Congress on Railway Research，2006.

［50］Silvast M，Nurmikolu A，Wiljanen B，et al.Inspection of Railway Ballast Quality Using GPRin Finland，Proceedings 9th International Heavy Haul Conference，Shanghai，2009.

［51］Smekal A，Berggren A，Hrubec K.Track⁃Substructure Investigations Using Ground PentratingRadar and Track Loading Vehicle.Proceedings of 6th International Conference on Railway En⁃gineering，2003.

［52］Staccone G.Safe Rail Track Bed Inspection by High Speed Radar.Proceedings of the interna⁃tional conference and exhibition railway engineering，2003.

［53］Staccone G，Haan E.Safe Rail Track Bed Investigation by High Speed Radar.Proceedings of6th International Conference on Railway Engineering，2003.

［54］Sussmann T R.Application of Ground Penetrating Radar to Railway Track Substructure Main⁃tenance Managemen.PhD Thesis，University of Massachusetts，Amherst，M A，1999.

［55］Sussmann T R，Selig E T，Hyslip J P.Railway Track Condition Indicators from Ground Pene⁃trating Radar，NDT ＆ E International Journal，2003，36（3）：157⁃167.

［56］Su L，Cholachat R，Buddhima I.An Evaluation of Fouled Ballast in a Laboratory Model TrackUsing Ground Penetrating Radar.Geotechnical Testing Journal，2010，33（5）：343⁃350.

［57］Xie W，Al⁃Qadi I L，Jones D L，et al.Development of a Time⁃Frequency Approach to Quanti⁃fy Railroad Ballast Fouling Condition Using UWB GPR Data.87th TRB AnnualMeetings，2008.

［58］Yavna V A.GPR Researches of Railway Facility，4th International GPR Conference，2004.

［59］杜攀峰，廖立坚，杨新安.铁路路基病害的智能识别［J］.铁道学报，2010，32（2）：142⁃146.

［60］付国强.铁路路基病害探地雷达新技术探测研究［J］.路基工程，2006，（2）：20⁃22.

［61］付国强.路基病害探地雷达探测模型正演研究［J］.路基工程，2006，（2）：31⁃33.

［62］郭振威.预测反褶积在专用雷达检测冻土路基试验数据处理中的应用研究［D］.长沙：中南大学，2010.

［63］郭秀军，韩宇，孟庆生，等.铁路路基病害无损检测车载探地雷达系统研制及应用［J］.中国铁道科学，2006，127（5）：139⁃144.

［64］黄敏.铁路路基病害车载雷达探测技术研究［D］.长沙：中南大学，2011.

［65］江凯.探地雷达在路基检测中的应用［D］.成都：西南交通大学，2011.

［66］李颜.路基冻土病害地质雷达探测ARMA功率谱识别算法研究及应用［D］.长沙：中南大学，2009.

［67］李彦军.铁路路基测试用多通道探地雷达的硬件实现［D］.西安：西安交通大学，2005.

［68］刘杰.探地雷达技术在铁路既有线中的应用［J］.铁道建筑，2006，22（10）：77⁃78.

［69］刘杰，张千里，马伟斌.采用探地雷达技术评估既有铁路路基状况的现状与发展［J］.铁道建筑，2008（1）：52⁃54.

［70］田胜昔.车载脉冲雷达超宽带天线研究［D］.西安：西安交通大学，2010.

［71］铁道部运输局基础部.十年全路工务事故分析［M］.北京：中国铁道出版社，2009.

［72］谢勇勇，廖红建，昝月稳.探地雷达检测铁路路基病害的二维正演模拟［J］.浙江大学学报，2010，44（10）：1907⁃1911.

［73］赵勐.基于探地雷达的铁路路基病害识别技术研究［D］.石家庄：石家庄铁道大学，2012.

［74］昝月稳，章锡元，张安学.铁路路基检查车的研究［J］.铁道工程学报，2007，108（9）：17⁃21.

［75］昝月稳，张安学，小田义野.铁路路基状态检查车的研制及应用［J］.路基工程，2007，134（5）：30⁃31.

［76］昝月稳，李桂明，赵满庆.铁路车载探地雷达路基检测中的几个关键技术问题［J］.西铁科技，2008，（2）：2⁃4.

［77］昝月稳.高速扫描多通道铁路车载探地雷达系统［J］.西铁科技，2009，（1）：33⁃35.

［78］昝月稳.既有线路基状态检测评价技术的研究［M］.//降峰，高亮，白雁，等.铁道工程设计、施工及养护新技术.北京：中国铁道出版社，2011.

［79］张振刚，张鸿儒，郭小红，谢永涛.高速铁路基床病害研究［J］.中国安全科学学报，2002，12（6）：18⁃20.