风雨耦合作用下高速公路交通安全与控制策略研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
公路暴露于自然界,受风、雨、雾、雪等不良天气条件的影响大,严重时可导致公路交通的瘫痪,造成重大交通事故。消除或减轻不良天气条件对公路交通的不利影响,提高公路的使用质量、可靠性和效率,保障公路全天候安全通行,是公路技术工作者和管理者一直高度关注的难题。本文以浙江省交通科技项目“台风期高速公路安全运行保障技术研究”为依托,围绕风、雨及其耦合作用下高速公路交通安全问题展开研究,以期揭示风、雨及其耦合作用对高速公路交通安全的影响机理,为高速公路的安全设计和运营安全保障提供理论支撑。
     论文广泛收集了国内外不利天气下高速公路交通安全的相关研究文献和资料,系统分析了风、雨对交通安全的影响及其控制策略的研究成果,针对现有研究方法、成果的缺陷和空白,以文献分析为手段,提出了论文的主要研究内容和技术路线。
     论文采用系统分析方法,全面论述了风、雨作用对交通安全的不利影响,针对天气对交通安全的影响程度,归纳总结了影响交通安全的风、雨类型。采用风洞试验方法,选取小客车和集装箱车为代表车型,以8m/s和13m/s两档风速,0°和90°两个攻角方向分别进行了均匀流的风场模拟,得到了作用在小客车和大货车上的风力量化值。分析了汽车发生滑水机理,采用文献对比分析法,得到了雨天汽车发生滑水的行驶速度及部分滑水时的路面附着系数。以气象监控资料为基础,采用数理统计方法,对雨天能见度与降雨量的关系进行理论研究,建立了能见度的计算模型。为后续研究提供了理论基础。
     论文基于汽车运动学原理,采用理论分析方法,建立了风作用下刚体汽车的安全行驶模型,基于此,计算得到了考虑风作用后圆曲线最小半径设计标准的修正值。结合汽车结构形式和道路条件的实际情况,系统分析了悬挂汽车行驶在弯坡组合路段的受力情况,构建了风作用下汽车安全行驶的修正模型。采用定性和定量相结合的方法,全面分析了雨天对路面状况、驾驶员反应、车辆制动性能的影响,建立了考虑人-车-路-环境因素的雨天停车视距计算模型。采用归纳总结方法,从纵向和横向两个方面,构建了雨天汽车安全行驶的计算模型。以风、雨单独作用下汽车安全行驶的研究为基础,采用系统分析方法,研究了风雨耦合作用对汽车行驶的影响模式,建立了风雨耦合作用下汽车安全行驶模型。为风雨耦合作用下控制策略提供技术参考。
     论文采用归纳总结的方法,深入分析了风雨作用下影响汽车安全行驶的各种因素,以DEMATEL(决策试行与评价试验室)法为基础,采用专家问卷调查方法,筛选出风雨耦合作用下影响行车安全的关键因素,构建了行车安全风险评估体系。采用层次分析法,计算得到了各评估指标的权重。采用定性和定量相结合的方法,深入研究了每个评估指标对行车安全的影响程度,提出了各个指标的评估标准。并构建了评估矩阵,提出行车风险等级评估结果。
     论文采用文献分析方法,针对目前国内外标志标线的设置形式,提出了设施识认性的调查方案;采用试验方法,基于驾驶员心理和驾驶行为的变化,对各方案展开识认性调查;以调查数据为基础,采用数理统计方法,得到了风雨天气下识认性较好的交通标志和标线形式,为交通设施的优化设置提供了依据。针对风雨耦合作用下行车安全风险等级,从交通管制和工程措施两方面提出了风雨天气下行车安全控制策略。在深入分析现有效果评估方法特点的基础上,提出了控制策略效果评估的对比组法。最后将论文研究成果应用于依托工程,验证了其适用性。
     研究成果为风雨频发地区的高速公路设计提供了理论依据,同时也为高速公路风雨期的安全控制与管理提供了技术支撑。
Exposed to the nature, highway transportation is greatly influenced by inclement weather,such as wind, rain, fog and snow, which lead to traffic jam and serious accidents. Theproblems of reducing effects of adverse weather on transportation, improving the quality,reliability and efficiency of highway and ensuring the highway safety are highly concerned byhighway workers and managers. Based on “Study of traffic safety guarantee technologies ofexpressway in typhoon period” attached to Transportation Science and Technology Project ofZhejiang province, the respective and coupling effects of wind and rain on traffic safety areresearched, and their mechanisms are proposed, which provide theoretical support for safedesign and transport of expressway.
     Based on the extensive collections of research materials and data related to traffic safetyunder harmful weather, the control strategies and the research results of the effects of wind,rain on traffic safety are analyzed systematically. According to the defects and blankness ofexisting research methods, the main research content and technical route are proposed.
     Using systematical analysis method, the unfavorable effects of wind and rain on trafficsafety are illustrated comprehensively. According to their impacts, the types of wind and rainare summarized. Through wind tunnel experiments and selecting passenger cars and containercars as typical models, the uniform flow of wind field is simulated under the wind speed of8m/s,13m/s and the angle of0°,90°, the wind-force has been quantified. Thourgh analyinghydroplaning performance and comparing existing documents, the driving speed underhydroplaning and the road adhesion coefficient under part hydroplaning are obtained. Basedon meteorological monitoring data and utilizing mathematical statistics method, therelationship between visibility and rainfall is studied theoretically. The calculation model ofvisibility is established. The content in this essay provide theoretical basis for the followingresearches.
     Based on vehicle kinematic principle, the safe driving model of rigid cars under wind isestablished through theoretical analysis. As a result, the modified value of design standard ofminimum circular curve is calculated coupling with the consideration of wind effect.Combining the automobile structure and road condition, the mechanics of automobilesuspension driving on curve and slope section is analyzed systematically, and then modifiedmodel of safe driving under wind is established. Using qualitative and quantitative methods,the effect of wind on road condition, drivers’ reaction and automobile braking performance is fully analyzed; therefore, the calculation model of stopping sight distance on rain days is builtwith the consideration of comprehensive system of man, automobile, road and environment.With regard to the vertical and horizontal aspects, the calculation model of travel safety onrainy days is erected. Based on the effects of wind and rain respectively and usingsystematical method, their coupling effects are studied, and the calculation model of safedriving is built. The main content in this chapter provides theoretical basis for controlstrategies.
     Though summarizing the documents, the multiple factors influencing the safe drivingunder the effect of wind and rain are analyzed in depth. Considering the main factor, usingDEMATEL (Decision Making and Trail Evaluation Laboratory) as guidance, taking expertquestionnaires as auxiliary method, the key factors of coupling effects of wind and rain onsafe driving are screened out, and then the risk assessment system of safe driving is proposed.Using AHP (Analytical Hierarchy Process) method, the weights of indexes are calculated. Theimpact of every index on safe driving is studied, and each index’s evaluation criterias ispresented through qualitative and quantitative analysis method. The matrix model isestablished for fuzzy comprehensive evaluation, using it as a base, risk grade of driving safetyis proposed.
     Based on the drivers psychological and behavioral change, according to existing designforms of road marking domestic and abroad, research methods of facilities recognition areproposed and implemented. Analyzing the data, the traffic signs and road furnished withbetter recognition on windy and rainy days are obtained which provide the basis of optimizingthe transportation facilities. According to the risk grades of safe driving under the couplingeffects of wind and rain, from the two aspects of traffic control and construction measures, thecontrol strategies are presented. Comparative analysis method in the effect assessment ofcontrol strategies is adopted by completely analyzing existing assessment methods. Finallythe applicability of research results is verified by applying to support project.
     The research results provide not only theoretical basis for expressway design inwindy and rainy areas, but also technical support for expressway safety control andmanagement.
引文
[1] http://finance.chinanews.com/auto/2013/01-30/4534324.shtml
    [2]2012年道路交通事故统计年报[R].北京:中华人民共和国公安部交通管理局,2013
    [3]2012年中国气候公报[R].沈阳:中国气象局,2013
    [4] Steve P. W, John E. T, Lee Chapman. A Guide to Road Weather Information Systems [M].UK: University of Birmingham,2006
    [5] C. J. Baker, C.G. Robinson, The assessment of wind tunnel testing techniques for groundVehicle in cross wind [J]. Journal of Wind Engineering and Industrial Aerodynamics,1990,34:147-163
    [6] C. J. Baker, N. D. Humphreys. Forces on vehicles in cross winds from moving modeltests [J]. Journal of Wind Engineering and Industrial Aerodynamics,1992,41:2673-2684
    [7] C. J. Baker. The behavior of road vehicles in unsteady cross winds [J]. Journal of WindEngineering and Industrial Aerodynamics,1990,34:164-173
    [8] C. J. Baker. The quantification of accidental risk for road vehicles in cross winds [J].Journal of Wind Engineering and Industrial Aerodynamics,1994,52:93-107
    [9] C. J. Baker, The problems of road vehicles in cross winds [J]. Highways&Transport.1991,38(5):6-9
    [10]S. A. Coleman, C. J. Baker. Reduction of accident risk for high sided road vehicles incross winds [J]. Journal of Wind Engineering and Industrial Aerodynamics,1992,44:2685-2695
    [11]J. L. Peter. Effect of Reynolds number on the aerodynamic forces on a container model,Wind effects on emergency vehicles [J]. Journal of Wind Engineering and IndustrialAerodynamics,1993,(50):109-119
    [12]Perry A. Symons L. The wind hazard in Great Britain and its effect on road and airtransport [J]. Journal of Wind Engineering and Industrial Aerodynamics,1994,(52):29-41
    [13]A. Ryan, R.G. Dominy. Aerodynamic forces induced on a passenger vehicle in responseto a transient cross-wind gust at a relative incidence of30degrees [M]. Warrendale, PA,USA:SAE Special Publication,1998:181-189
    [14]Ragnar Sigbjornsson, Jonas Thor Snabjornsson. Probabilistic assessment of wind relatedaccidents of road vehicles a reliability approach [J].Journal of Wind Engineering andIndustrial Aerodynamics1998,74:1079-1090
    [15]Julia B. Edwards. The relationship between road accident severity and recorded weather[J]. Journal of Safety Research,1998,29(4):249-262
    [16]Thomas Schmidlin, Barbara Hammer, Paul King, et al. Wind speeds required to upsetvehicles [J/OL]. http://ams.confex.com/ams/pdfpapers/50675.pdf
    [17]Khattak, A. J. Schneider, R. J., Targa, F. Risk factors in large truck rollovers and injuryseverity: analysis of single-vehicle collisions [C]. Washington, D.C.: TransportationResearch Board,2003,82
    [18]J.P. Pinelli*, C. Subramanian, M. Plarnondon. Wind effects on emergency vehicle [J].Journal of Wind Engineering and Industrial Aerodynamics,2004,92:663-685
    [19]Thomas H. Maze, Manish Agarwal, Garrett Burchett. Whether weather matters to trafficdemand, traffic safety, and traffic flow[R]. Aurora project: Integration of Road WeatherInformation with Traffic Data,2005
    [20]Yoshihisa Maruyama. Driving simulator experiment on the moving stability of anautomobile under strong crosswind [J].Journal of Wind Engineering and IndustrialAerodynamics.2006,94:191-205
    [21]Rhonda Kae Young, Joel Liesman. Estimating the relationship between measured windspeed and overturning truck crashes using a binary logic model [J]. Accident Analysisand Prevention2007,39:574–580
    [22]J.Th. Sn bjǒrnsson, C.J. Barker, R. Sigbjǒrssona. Probabilistic assessment of roadvehicle safety in windy environment [J]. Journal of Wind Engineering and IndustrialAerodynamics,2007,95:1445-1462
    [23]J. Th. Snabjornsson. Probabilistic assessment of road vehicle safety in environments [J].Journal of Wind Engineering and Industrial Aerodynamics.2007,95:1445-1462
    [24]Feng Chen, Suren Chen, Reliability-based assessment of vehicle safety in adverse drivingconditions [J]. Transport Research Part C,2010,19(1):156-168
    [25]谷正气.汽车空气动力学[M].北京:人民交通出版社,2005
    [26]谷正气.气动侧力对汽车性能影响的研究[J].湖南大学学报,1993,20(2):68~72
    [27]谷正气,王和毅,罗荣锋,周宇奎.计及风压中心漂移的汽车侧风稳定性研究[J].湖南大学学报,2005,32(3):70~73
    [28]郭孔辉,刘明辉,林佰忠.高速汽车侧风响应仿真与影响侧风稳定性的结构参数分析[J].吉林工业大学学报,1994,24(4):1~8
    [29]傅立敏.轿车外形参数对空气动力学特性参数的影响[J].吉林工业大学学报,1997,27(4):11~15
    [30]方刚.高速汽车气动特性的研究与分析[D].长沙:湖南大学,2000
    [31]江浩,余卓平.风力对跨海大桥上行驶车辆安全性的影响分析[J].同济大学学报自然科学版,2002,30(3):326-330
    [32]高广军,田红旗,张健.横风对双层集装箱平车运行稳定性的影响[J].交通运输工程学报,2004,4(2):45-48
    [33]陈艾荣,王达磊,庞加斌.跨海长桥风致行车安全研究[J].桥梁建设,2006,3:1-4
    [34]蔡叶澜.风环境对行车安全影响和对策初步研究[J].福建建筑,2005,95-96(5-6):361-363
    [35]艾力斯木吐拉.灾害性天气对新疆高等级公路交通安全的影响[J].长安大学学报自然科学版,2005,25(3):70-72
    [36]韩万水.风-汽车-桥梁系统空间耦合振动研究[D].上海:同济大学,2006
    [37]张丽君.灾害性天气高速公路行车控制标准研究[D].上海:同济大学,2006
    [38]于群力,陈徐均,江召兵,等.不发生侧滑为指标的跨海大桥安全行车风速分析[J].解放军理工大学学报自然科学版,2008,9(4):373-377
    [39]同济大学.浙江省舟山大陆连岛工程西堠门大桥侧风行车安全及其控制措施研究[R].上海:同济大学土木工程防灾国家重点试验室,2009
    [40]同济大学.浙江省舟山大陆连岛工程金塘大桥侧风行车安全及其控制措施研究[R].上海:同济大学土木工程防灾国家重点试验室,2009
    [41]吴建霞.基于台风天气的高速公路安全预警系统研究[D].福州:福建农业大学,2011
    [42]Schlooser L H M. Traffic accidents and road surface skidding resistance [C]. Washington,D.C.: Transportation Research Board,1977:11-20
    [43]Schulze K H., Gerbaldia, Chavet J. Skidding accidents, frictions numbers, and the legalinvolved [C]. Washington, D.C.: Transportation Research Board,1976,623:1-10
    [44]Burchett J L, Rizenbergs R L. Frictional performance of pavement and estimates ofaccident probability [M]. ASTM Special Technical Publication763:73-97
    [45]Hosking J R. Relationship between skidding resistance and accident frequency: estimatebased on seasonal variation [C]. Washington, D.C.: Transportation Research Board,1986
    [46]Harold Brodsky and A.S. Hakkert. Risk of a road accident in rainy weather [J]. AccidentAnalysis&Prevention,1988,20(3):161-176
    [47]Hight Philip V, Wheeler Jeffrey B, Reust Timothy J, Birch Norman. Effects of right sidewater drag on vehicle dynamics and accident causation [M]. SAE Special Publication,1990:95-106
    [48]Ibrahim, A.T., and F.L. Hall. Effect of Adverse Weather Conditions onSpeed-Flow-Occupancy Relationships [C]. Washington, D.C.: Transportation ResearchBoard,1994:184-191
    [49]Khan A M, Bacchus A, Holtz NM. Multilane highway design crossfall and drainage issue
    [C]. Washington, D.C.: Transportation Research Record,1994:1-9
    [50]Julia B. Edwards. Speed adjustment of motorway commuter traffic to inclement weather[J].Transportation Research Part F1999,2:1-14
    [51]Julia B. Edwards. Motorway speeds in wet weather the comparative influence of porousand conventional asphalt surfacing [J]. Journal of Transport Geography2002,10:303–311
    [52]Manish Agarwal, Tom Maze, Reginald Souleyrette. Impacts of weather on urban freewaytraffic flow characteristics and facility capacity [R]. Lowa: the Lowa state university,2005
    [53]Pantelis Kopelias, Fanis Papadimitriou, Konstantinos Papandreou, et al. Urban FreewayCrash Analysis–Geometric, Operational, and Weather Effects on Crash Number andSeverity[C], Washington, D.C.: Transportation Research Record,2007,2015:123–131
    [54]Lin Qiu and Wilfrid A. Nixon. Effects of adverse weather on traffic crashes:systernaicreview and meta-analysis[C]. Washington, D.C.: Transportation Research Record,2008
    [55]Taesung Hwang, Koohong Chung, David R.Ragland, et al. Identification of high collisionconcentration locations under wet weather conditions[C]. Washington, D.C.:Transportation Research Record,2008
    [56]Remain Billot, N. E. Faouzi, F. D. Vuyst. A multi-level assessment of the rain impact ondrivers’ behaviors: standardized methodology and empirical analysis [C]. Washington,D.C.: Transportation Research Record,2009
    [57]Jung, S., X Qin, and D. Noyce, Rainfall effect on single-vehicle crash severities usingpolychotomous response models [J]. Accident Analysis and Prevention2010,42:213–224
    [58]Horne W B. Tire Hydroplaning and Its Effects on Tire Traction [J]. Highway ResearchRecord214,1968
    [59]Dunlap Duane F, Fracher Paul S Jr. Pavement Skid-resistance Requirements [C].Washington, D.C.: Transportation Research Record,1976,(584):15-21
    [60]Ivey Don L, Horne Walter B, Tonda Richard D. Strategies for reducing truck accidentson wet pavements [C]. Washington, D.C.: Transportation Research Record,1986:1-8
    [61]江守一郎著,刘晞柏译.汽车事故工程[M].北京:人民交通出版社,1987:53-55
    [62]Horne Walter B, Yager Thomass J, Ivey Don L. Recent studies to investigate of tirefootprint aspet ratio on dynamic hydroplaning speed [J]. ASTM Special TechnicalPublication,1986:26-46
    [63]Mounce John M, Bartoskewitz T. Hydroplaning and roadway tort liability Mounce [C].Washington, D.C.: Transportation Research Record,1981,(1401):117
    [64]Manjijnath Mavinakere. Hydrodynamic Force Calculation on Smooth and Grooved TiresUsing CFD [D]. The University of Texas,2003,5
    [65]T.F. Fwa, Santosh S. Kumar, G.P. Ong and C.J.H. Huang. Study of Effect of Rib Tire onHydroplaning by Analytical Modeling [C]. Washington, D.C.: Transportation ResearchRecord,2008,109-118
    [66]张清.1995年气候对交通系统的影响[J].灾害学,1996,11(2):76-79
    [67]刘清泉,陈学文,王耀明.高速公路路面抗滑力与交通事故的模糊分析[J].广西交通科技,2003,28(2):1-5
    [68]娄峰、何勇、唐国奇.降雨对行车安全影响的机理浅析[C].2004年国际公路安全研讨会论文集.北京:交通部公路司,2004,416-419
    [69]季天剑,黄晓明,刘清泉,等.道路表面水膜厚度预测模型[J].交通运输工程学报,2004,4(3):1-3
    [70]刘利华,张金喜.高速公路不良天气交通事故分析[J].道路交通与安全,2006,6(8):26-29
    [71]林雨,方守恩,灾害性天气环境下高等级公路车速管理[J].自然灾害学报,2007,16(5):96-99
    [72]程国柱.高速道路车速限制方法研究[D].哈尔滨:哈尔滨工业大学,2007
    [73]王卫亚,基于无线传感网络的高速公路恶劣气象监测及交通控制模型研究[D].西安:长安大学,2008
    [74]张义,高建平,贾海燕.降雨对高速公路行车安全的影响及对策,西部交通科技,2008,2:20-24
    [75]柳本民.灾害性天气下高速公路运行安全控制技术研究[D].上海:同济大学,2008
    [76]朱兴琳,方守恩,王俊骅.新疆高等级公路交通安全气象影响分析与评价[J].自然灾害学报,2009,18(6):57-63
    [77]张瑶,程迎迎.沥青路面的雨天行车安全性分析[J].南通航运职业技术学院学报,2009,8(1):80-83
    [78]吴建军,袁成松,周曾奎等.短时强降雨对能见度的影响[J].气象科学,2010.30(2):274-278
    [79]曾伟良,龚峻峰,何兆成等.降雨对城市道路交通行驶速度的影响分析[J].环境科学与技术,2011,34(12)201-205
    [80]冯涛,李迅,丁德平等.不同道面状况下高速公路安全行车研究[J].公路交通科技,2012,4:295-298
    [81]余建星.工程项目风险管理[M].天津:天津大学出版社,2006
    [82]Chapman C B, Cooper D F. Risk analysis for large project: model, method and case [M].John Wiley&Sons,1987
    [83]J. Durgaprasad, T. V. S. R. Appa Rao. Parameter interdependencies for development ofKBS for risk analysis [J]. Journal of computing in civil Engineering,1997,11(4):224-230
    [84]Faber Michael H. Risk and safety in civil engineering [M].Zürich: ETH,2002
    [85]唐琤琤,张铁军,何勇.道路交通安全评价.北京:人民交通出版社,2008
    [86]陈艳艳,刘小明,任福田.交通路网灾害风险系统影响分析[J].公路交通科技,2002,19(4):79-86
    [87]彭建华,金龙哲.道路交通的风险分析与控制[J].安全,2004,(5):7-8
    [88]陈庚,刘茂,李丽芬.天津市道路交通风险分析及其应用[J].中国安全科学学报,2006,16(5):52-55
    [89]唐洪.风险控制理论与道路安全交通[J].学术研究,2006,6:84-85
    [90]孙慧芝.城市道路交通安全的风险评价[D].青岛:山东科技大学,2006
    [91]王炼,孙艳,何凌.高速公路交通事故风险管理[J1.中国交通信息产业,2006,11:24-26
    [92]何山石.中国博鳌2006交通安全与风险管理研讨会《交通企业管理》创刊20周年庆典活动综述[J].交通企业管理,2006,12:4-6
    [93]何寿奎.基于证据融合的城市交通安全风险综合评估[J].华东公路,2007,3:63-66
    [94]牛学军,朱茵,楼涛.道路交通安全风险预控管理对策[J].综合运输,2008,10:42-46
    [95]赵震.城市道路交通安全风险分析与风险管理研究[D].长春:东北师范大学,2008
    [96]马海红,郭继孚,孙壮志.奥运交通风险评估与实例分析[J].城市交通,2008,6(3):47-49
    [97]杨耀武.我国道路交通安全风险管理中的政府职责[J].哈尔滨学院学报,2009,30(10):76-79
    [98]黄斌娥.恶劣天气下高速公路行车风险分析与预警管理[D].上海:上海交通大学,2012
    [99]灾害性天气精确预报示范及高等级公路安全技术研究总报告[R],上海:上海市气象局.2006.5
    [100]纪纲.加拿大高速公路交通管理系统[J].中国公路,2003(22):71-72
    [101]灾害性天气精确预报示范及高等级公路安全技术工作会议.瑞典公路天气信息系统简介[R].上海:市政管理局&气象局,2004,12
    [102] Manual on Uniform Traffic Control Devices [S].U.S. Department of Transportation,Federal Highway Administration.2003
    [103]中国公路学会《交通工程手册》编委会.交通工程手册[M].北京:人民交通出版社,1998
    [104] Hakkinen, S. Perception of highway traffic signs [C]. Washington, D.C.:Transportation Research Record,1971
    [105] Johansson,Backlund. Drivers and road signs[J].Ergonomics,1970,13:749-759
    [106] Jainski P. The influence of warning colours on the perception, recognition and readingof unit traffic signs in German [J]. Strassen-Verkehrstechnik1977,21(2):67-73
    [107] Drory,A,Shinar,D.The effect of roadway environmental and fatigue on signperception[J].Journal of Safety Research,1982,13:25-32
    [108] Guastello S J, Traut M, Korienek G. Verbal versus pictorial representations of objectsin a human-computer interface [J]. International Journal of Man-Machine Studies.1989,31(1):99-120
    [109] Yee-Yin Choong Gavriel Salvendy. Design of icons for use by Chinese in mainlandChina [J]. Interacting with Computers,1998,9(4):417-430
    [110]上海市灾害性天气高速公路事故预防管理系统研究报告[R].上海:同济大学,2005
    [111]袁成松,卞光辉,冯民学等.高速公路上低能见度的监测与预报[J].气象,2003,29(11):36-40
    [112]公路交通安全应用技术研究[R].北京:交通部公路科学研究所,2004
    [113]冯民学,顾松山,卞光辉.高速公路浓雾监测预警系统[J].中国公路学报,2004,17(3):92~97
    [114] http://news.66wz.com/system/2004/08/20/058124566.shtml
    [115]许平.青藏铁路大风监测预警与行车指挥系统研究[D].长沙:中南大学,2009
    [116]包左军,汤筠筠,李长城.公路交通安全与气象影响[M].北京:人民交通出版社,2008
    [117]张伯明.交通标志汉字视认性的研究[J].公路交通科技.1993
    [118]赵炳强,桑有亚.交通标志设计中若干视觉工效问题[J].人类工效学.1996,2(4):58-60
    [119]隽志才,曹鹏,吴文静.基于认知心理学的驾驶员交通标志视认性理论分析[J].中国安全科学学报,2005,15(8):8-11
    [120]初秀民,严新平,章先阵,李华.道路交通标志标线视认性虚拟测试系统设计[J].武汉理工大学学报,2005(4):135-138
    [121]袁满荣,李学敏,毕鑫,陈淑翔.城市道路交通标志设计新方法[J].交通运输系统工程与信息,2006,6(2):134-136
    [122]潘晓东,林雨,郭雪斌,方守恩.逆光条件下交通标志的可视距离研究[J].公路交通科技,2006(5):119-120
    [123]公路交通标志视认性及设置有效性研究[R].北京:交通部公路科学研究院,2007
    [124]陈涛,潘学政,梁明进等.路肩隆声带警示效果的试验研究[J].公路交通科技,2007,24(8):140-143
    [125]武睿.基于驾驶员眼部运动特征的交通标志视认性研究[D].南京:东南大学,2008
    [126]许源,朱顺应,彭武雄等.基于汽车动力学的振动减速带设置间距研究[J].交通科技,2008(226):101-10310-13
    [128]薛晶.道路交通设施对驾驶行为安全性的影响研究[D].青岛理工大学硕士学位论文,2009
    [129]狄胜德,杨曼娟,唐,等.中国驾驶员对联合国《道路标志与信号公约》图形类标志理解情况的调查研究[J].中外公路.2010(06):241-245
    [130] http://baike.baidu.com/view/1611746.htm
    [131]吴建梅,孙全森.气象条件对交通的影响[J].河南科技,2010(11):73
    [132] http://baike.baidu.com/view/27432.htm
    [133]马艳丽.驾驶员驾驶特性与道路交通安全对策研究[D].哈尔滨:哈尔滨工业大学,2007
    [134]郑柯.基于驾驶员心理生理反应的高速公路线形研究[D].北京:北京工业大学,2003
    [135] R.C.彭克斯特,D.W.荷尔德编著.徐泰谦等译.风洞试验技术[M].北京:国防工业出版社,1963
    [136]余强.汽车动力学[M].北京:清华大学出版社,2010
    [137] Schlosser L H M. Traffic accidents and road surface skidding resistance [M].Transportation Research Bord,1977:11-20
    [138] Wambold J C.Henry J J,Yeh E C. Methodology for Analyzing Pavement ConditionData[C].Pennsylvania Transportation Institute,1984:83-94
    [139] Dunlap Duane F, Fancher Paul S Jr. Pavement Skid-resistance Requirements [R].Washington, DC: Transportation Research Record.1976(584):15-21
    [140]日本道路协会著王治中,张文魁,冯理堂.日本公路技术标准的解说与运用[M].北京:人民出版社,1979
    [141] W.杜尔特著,景天然编译.联邦德国道路设计[M].北京:人民出版社,1987
    [142]季天剑.降雨对轮胎与路面附着系数的影响[D].南京:东南大学,2004
    [143]刘永红,冯婷,蔡铭.2009年广州能见度变化规律及主要影响因素分析[J].中国环境监测,2012(3)
    [144]张雨化.道路勘测设计[M].北京:人民交通出版社,2003
    [145] AASHTO. Policy on Geometric design of highway and streets [S].2001
    [146]孙家凤,徐建伟.公路横向力系数研究[A].2004年道路工程学术交流会论文集[C].北京:中国公路学会道路工程分会,2004:8-12
    [147] JTG B01-2003,公路工程技术标准[S].北京:人民出版社
    [148]张德兆,王建强,李升波等.基于风险状态预估的弯道防侧滑超速预警系统[J].公路交通科技,2009,26(S1):44-48
    [149]郝伟.汽车侧滑原因分析与预防[J].甘肃科技,2010,26(1):88-89
    [150] Massachusetts Institute of Technology.Report of the Massachusetts Highway AccidentSurvey [R].CWA and ERA project,Cambridge,Mass:Massachusetts Institute ofTechnology.1935
    [151] Norrnann, O.K.Braking Distance of Vehicles from High Speeds[R].Washington, DC:Transportation Research Record,1953,22:421-436
    [152] Johansson, G, and K. Rumar. Drivers’ Brake Reaction Times, HumanFactors[J]. Human Factors Society, Santa Monica,1971,13(1):23-27
    [153] McGee,H.W.,W.Moore,B.G Knapp.and et al.Decision Sight Distance forHighway Design and Traffic Control Requirements[R].Reports No.FHWA-RD-78-78,Mclean, Virginia: U. S. Department of Transportation, Federal HighwayAdministration,1978
    [154] GB7258-2004,机动车运行安全技术条件[S].北京:人民交通出版社,2004
    [155]刘钧著.风险管理概论(第二版)[M].北京:清华大学出版社,2008.6
    [156]赵学刚,魏朗.道路条件安全性分析[J].安全与环境学报,2008,8(3):140-144
    [157]张志刚.道路因素、交通环境与交通事故的分析[J].公路交通科技,2000,17(6):56-59
    [158]黄绍龙,沈凡,付军等.路面抗滑性能与交通安全的相关性研究[J].交通科技,2011,(245):98-100
    [159]赵光海,王敏.公路平曲线设计与交通安全的关系研究[J].交通标准化,2010(226):111-114
    [160]许洪国,刘兆惠,王超.道路安全等级定权聚类评价模型及因素辨析[J].交通运输工程学报,2007,7(2):94-98
    [161]戴彤宇,裴玉龙.交通事故道路成因及预防对策研究[C].重庆:第九次全国城市道路与交通工程学术会议,2007
    [162]双车道公路安全保障措施研究[R].西安:长安大学,2008
    [163]潘晓东,殷艳红.基于人机工程学山区公路平曲线安全视距研究[J].华东交通大学学报,2007(2):55-57
    [164]王晓飞.灾变条件下道路网运营安全管理及应急处置研究[D].上海:同济大学,2008
    [165] G5768-2009,道路交通标志标线[S].北京:人民交通出版社,2009
    [166] AASHTO. Highway safety manual[R]. Washington, DC: American Association of StateHighway and Transportation Officials,2010

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700