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山东大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (5): 68-87.doi: 10.6040/j.issn.1672-3961.0.2016.368

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沥青路面病害力学研究进展

崔新壮1,黄丹1*,刘磊2,蓝日彦3,吕海波4,赵艳林5,曹卫东1,常成利6   

  1. 1. 山东大学土建与水利学院, 山东 济南 250061;2. 中国科学院岩土力学研究所, 湖北 武汉 430000;3. 广西新发展交通集团有限公司, 广西 南宁 530029;4. 桂林理工大学土木与建筑工程学院, 广西 桂林 541004;5. 广西大学土木与建筑工程学院, 广西 南宁 530004;6. 交通运输部公路科学研究院, 北京 100088
  • 收稿日期:2016-09-01 出版日期:2016-10-20 发布日期:2016-09-01
  • 通讯作者: 黄丹(1991— ),女,山东枣庄人,硕士研究生,主要研究方向为道路工程. E-mail: huangdantf@163.com E-mail:cuixz@sdu.edu.cn
  • 作者简介:崔新壮(1974— ),男,山东寿光人,教授,博士,博导,主要研究方向为道路岩土力学.E-mail: cuixz@sdu.edu.cn
  • 基金资助:
    国家重点基础研究发展规划(973计划)资助项目(2015CB058101);国家自然科学基金资助项目(51479105,51279094,51308324,51379115);山东省杰出青年基金资助项目(JQ201416);教育部新世纪优秀人才基金资助项目(NECT-13-0340);山东省自然科学基金资助项目(ZR201377Q025);中国博士后基金资助项目(2014M561761);山东大学基本科研业务费资助项目(2014YQ013)

A review of mechanics of asphalt pavement disease

CUI Xinzhuang1, HUANG Dan1*, LIU Lei2, LAN Riyan3, LYU Haibo4, ZHAO Yanlin5, CAO Weidong1, CHANG Chengli6   

  1. 1. School of Civil Engineering, Shandong University, Jinan 250061, Shandong, China;
    2.Institute Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430000, Hubei, China;
    3. Guangxi Xinfazhan Communications Group, Nanning 530029, Guangxi, China;
    4. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, Guangxi, China;
    5. College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, Guangxi, China;
    6. Research Institute of Highway Ministry of Transport, Beijing 100088, China
  • Received:2016-09-01 Online:2016-10-20 Published:2016-09-01

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摘要： 为促进沥青路面病害力学的研究发展,通过概括国内外的相关研究工作,阐述路面几种主要病害的力学模型和力学机理。 针对道路条件复杂、超载现象严重的现状,梳理沥青路面永久性变形的研究成果,以及国内外目前主要的车辙预测方法;针对沥青路面在反复荷载作用下出现的断裂损伤,研究沥青材料的开裂及损伤力学模型;针对沥青路面水损坏问题,从微观角度分析水损坏机理,并基于流固耦合动力学探究水对沥青路面的影响;针对车辆反复作用下路面抗滑性能下降的问题,研究了路面磨损机理,以及不同因素对道路抗滑性能衰减的作用。

关键词: 道路工程, 病害, 研究进展, 力学分析, 沥青路面

Abstract: To promote the development of disease mechanics of asphalt pavement, major mechanical models and mechanisms of pavement disease were elaborated by means of summarizing previous researches. Research results of asphalt pavement permanent deformation and primary prediction techniques of rutting were presented. Against the fracture damage due to repeatedly loads, failure mechanics models of asphalt material were studied. The moisture damage mechanism was analyzed from the micro perspective and the effect of moisture on asphalt pavement was introduced based on fluid-solid coupling dynamics. The traffic-load-induced attenuation of pavement skid-resistant performance was significant, so the wear mechanism and the effects of different factors on skid-resistant were analyzed.

Key words: disease, review, road engineering, mechanics analysis, asphalt pavement

中图分类号: 

  • TU416.21
[1] GERBAULT M, POLIAKOV A N B, DAIGNIERES M. Prediction of faulting from the theories of elasticity and plasticity what are the limits?[J]. Journal of Structural Geology, 1998, 20(273):301-320.
[2] CHEN W F. Limit analysis and soil plasticity[M]. Amsterdam: the NetherlandsElsevier Publishing Company, 1975.
[3] 元松,单景松. 基于FWD的柔性路面结构动力响应数值分析[J]. 长沙交通学院学报,2006,22(2):33-37. YUAN Song, SHAN Jingsong. The numerical analysis of dynamic response of flexible pavement based on FWD[J]. Journal of Changsha Communications University, 2006, 22(2):33-37.
[4] 郑元勋,杨培冰. 热一结构耦合作用下沥青路面动态弯沉温度修正研究[J]. 郑州大学学报(工学版), 2014, 35(2):1-5. ZHENG Yuanxun, YANG Peibing. The study of dynamic denection temperature correction of asphalt pavement under effect of thermal-structure coupling field[J]. Journal of Zhengzhou University(Engineering Science), 2014, 35(2):1-5.
[5] 黄磊,冯铨,杨阳,等. 基于FWD 荷载作用的路面力学指标分析[J]. 公路交通技术, 2010(2):214-222. HUANG Lei, FENG Quan, YANG Yang, et al. Analysis of mechanical indices of pavement under fwd load[J]. Technology of Highway and Transport, 2010(2):214-222.
[6] 赵杏梅. 动荷载作用下沥青路面动态响应研究[J]. 湖南交通科技, 2015, 41(2):37-39. ZHAO Xingmei. The study of dynamic response of asphalt pavement under the effect of dynamic load[J]. Hunan Communication Science and Technology, 2015, 41(2):37-39.
[7] 刘宇星,李玉华. 沥青路面塑性变形的有限元模拟分析[C] // 第八届全国土木工程研究生学术论坛. 杭州:浙江大学,2011:1140-1145. LIU Yuxing, LI Yuhua. Plastic deformation FEM simulation analysis of asphalt pavement[C] // Proceedings of the 8th National Civil Engineering Forum for Graduate Students. Hangzhou: Zhejiang University, 2011:1140-1145.
[8] 郑健龙. 基于状态设计法的沥青路面弯沉设计标准[J]. 中国公路学报, 2012, 25(4):1-9. ZHANG Jianlong. Deflection design standards of asphalt pavement based on state design method[J]. China Journal of Highway and Transport, 2012, 25(4):1-9.
[9] MONISMITH C L, SALAM Y M. Fracture characteristics of asphalt concrete[J]. Proceedings, Association of Asphalt Paving Technologists, 1971:215-256.
[10] VAN DIJK W, MOREAUD H, QUEDEVILLE A, et al. The fatigue of bitumen and bituminous mixes[C] // 3rd International Conference on the Structure Design of Asphalt Pavement. London, UK: University of Michigan, 1972:254-366.
[11] GROSS D, SEELIG T. Fracture mechanics with an introduction to micromechanics[M]. Berlin, Gemany: the Netherlands Springer Berlin Heidelberg, 2006.
[12] PARIS P C, ERDOGAN F. A critical analysis of crack propagation laws[J]. Transactions of the ASME, Journal of Basic Engineering, Series D, 1963, 85(3):528-534.
[13] MAJIDZADEH K, TALBERT L O.Development and field verification of a mechanistic structural design system in Ohio[C] // Volume I of Proceedings of 4th International Conference on Structural Design of Asphalt Pavements. Ann Arbor, Michigan, USA: University of Michigan, 1977, 22-26:402-408.
[14] SCHAPERY R A. A theory of crack growth in visco-elastic media. Report MM 2764-73-1[R]. [S. l.] :Mechanics and Materials Research Center, Texas A&M University, 1973.
[15] SCHAPERY R A. A theory of crack growth in visco-elastic media, Part Ⅰ: theoretical development, Part Ⅱ: approximate methods of analysis, Part Ⅲ: analysis of continuous growth[J]. International Journal of Fracture, 1975, 11(1):141-159; 11(3):369-388; 11(4):549-562.
[16] SCHAPERY R A. A method for predicting crack growth in nonhomogeneous visco-elastic media[J]. International Journal of Fracture, 1978, 14(3):293-309.
[17] 谢涛. 基于CT实时观测的沥青混合料裂纹扩展行为研究[D]. 成都:西南交通大学, 2006. XIE Tao. Study on crack propagation behavior of asphalt mixtures based on CT real-time observation[D]. Chengdu: Southwest Jiaotong University, 2006.
[18] JACOBS MM J. Crack growth in asphaltic mixes[D]. Delft, Holland: Delft University of Technology, 1995.
[19] ROSIER J, PETIT C H, AHMIEDI E, et al. Mixed mode fatigue crack propagation in pavements structures under traffic load. Reflective Cracking in Pavements[C] // International RILEM Conference on Reflective Cracking in Pavements, 3rd. Maastricht, the Netherlands:[s. n.] , 1996: 143-152.
[20] FORMAN R G. Numerical analysis of crack propagation in cyclic loaded structures[J]. Journal of Basic Engineering, Transaction ASTM(Series D), 1967, 89:459-465.
[21] WALKER E K.The effect of stress ratio during crack propagation and fatigue for 2024 T3 and 7075 T6 aluminum[C] // Effects of Environment and Complex Load History on Fatigue, ASTM STP 462. [S. l.] :[s. n.] , 1970: 1-14.
[22] ELBER W. Fatigue crack closure under cyclic tension[J]. Engineering Fracture Mechanics, 1970(2):37-45.
[23] DONAHUE R J, MCI CLARK H, ATANMO P, et al. Crack opening displacement and the rate of fatigue crack growth[J]. International Journal of Fracture Mechanics, 1972, 8(2):209-219.
[24] MCEVILY A J, GROEGER J. On the threshold for fatigue-crack growth[C] // Forth International Conference on Fracture. vol. 2. Waterloo, Canada: University of Waterloo Press, 1977:1293-1298.
[25] CHABOCHE J L. Viscoplastic constitutive equations for the description of cyclic and anisotropic behaviour of metals[J]. Bulletin de lAcademie Polonaise des Sciences, S'erie Sc. et Techn, 1977, 15(1):33-41.
[26] 蒋丽君. 重复荷载作用下沥青混合料疲劳损伤与蠕变损伤特性研究[D]. 长沙: 长沙理工大学, 2011. JIANG Lijun. Reaearch on fatigue damage and creep damage properties of asphalt mixture under repeated loadings[D]. Changsha: Changsha University of Science & Technology, 2011.
[27] LAGNEBORG R, ATTERMO R. The effect of combined low-cycle fatigue and creep on the life of austenitic stainless steel [J]. Metallurgical Transactions, 1971, 2(7):1821-1827.
[28] 谢锡善, 陈国良, 姜红根, 等. GH132合金盘材缺口对疲劳及蠕变/疲劳交互作用下的力学性能的影响[J]. 北京科技大学学报, 1989,11(2):130-135. XIE Xishan, CHEN Guoliang, JIANG Honggen, et al. Notch effect on fatigue and creep/fatigue interaction properties of GH132 disk superalloy[J]. Journal of University of Science and Technology Beijing, 1989, 11(2):130-135.
[29] MATT M.Guide for mechanistic-empirical design of new and rehabilitation pavement structure[R]. IIIinois, USA: National Cooperative Highway Research Board and National Research Council, 2004:12.
[30] 张登良, 李俊. 高等级道路沥青路面车辙研究[J]. 中国公路学报, 1995, 8(1):23-29. ZHANG Dengliang, LI Jun. Predietion of rutting in asphalt pavement[J]. China Journal of Highway and Transport, 1995, 8(1):23-29.
[31] 邓跃, 彭坤. 沥青路面车辙预估方法综述[J]. 中外公路, 2013, 33(4):59-63. DENG Yue, PENG Kun. A review of asphalt pavement prediction method[J]. Journal of China & Foreign Highway, 2013, 33(4):59-63.
[32] 苏凯,孙立军. 高等级沥青混凝土路面车辙预估方法研究综述[J]. 公路, 2006(7):18-24. SU Kai, SUN Lijun. A summary of rutting prediction methodon high grade asphalt concrete pavements[J]. Highway, 2006(7):18-24.
[33] 付元坤. 沥青路面车辙预估模型的研究[D]. 西安: 长安大学, 2009. FU Yuankun. Research on prediction model of asphalt pavement rut[D]. Xi'an: Chang'an University, 2009.
[34] HILLS J F, BRIEN D, LOO P P. The correlation of rutting and creep tests on asphalt mixes, No. 1P 74-001 R&D Rpt[R]. London, UK: London Institute of Petroleum, 1974.
[35] HUSCHEK S. Evaluation of rutting due to viscous flow in asphalt pavements[C] // Fourth International Conference of Structural Design of Asphalt Pavements.[S. l.] :[s. n.] , 1977.
[36] SOUSA J B, WEISSMAN S L, DEACON J A. Permanent pavement deformation response of asphalt aggregate mixes [R]. Washington D C, USA: SHRP National Research Council, 1994.
[37] 徐世法, 朱照宏. 按黏弹性理论预估沥青路面车辙[J]. 同济大学学报(自然科学版), 1990, 18(3):299-305. XU Shifa, ZHU Zhaohong. Prediction of rutting in asphalt pavements by using viscoelatic theory[J]. Journal of Tongji University(Natural Sciences), 1990, 18(3):299-305.
[38] SHAMI H I. Development of temperature-effect model for predicting rutting of asphalt mixture using Georgia Loaded Wheel Test[R].Washington D C, USA: TRB, 1997.
[39] ARCHILLA A R, MADANT S. A statistical model of pavement rutting in asphalt concrete mixes[C] // 80th Annual TRB Meeting. Washington D C, USA: Transportation Research Board, National Council, 2000.
[40] KENIS W J. Predictive design proceduresa design method for flexible pavements using the Vesys structural subsystem. Proceedings[C] // 4th International Conference on the Structural Design of Asphalt Pavements. [S. l.] :[s. n.] , 1977.
[41] JACOB U. Prediction of rutting in asphalt pavements[J]. AAPT, 1983, 52489-507.
[42] MONISMITH C L, DEACON J A, HARVEY J T.Westrackperformance models for permanent deformation and fatigue[M]. Berkeley, USA: Pavement Research Center, University of California, 2000.
[43] FWA T F, TAN S A, ZHU L Y. Rutting prediction of asphalt pavement layer using c-φ model[J]. Journal of Transportation Engineering, ASCE, 2004, 130(5):675-683.
[44] CAO W D, LIU ST, LI Y Y, et al. Rutting-resistance performance of SBS and anti-rutting additive composite-modified asphalt-concrete mixtures[J]. Journal of Testing and Evaluation, 2016, 44(2):921-929.
[45] 曹卫东, 冯志刚, 刘树堂, 等. 石灰岩与玄武岩集料SMA 高温蠕变特性试验研究[J]. 山东大学学报(工学版),2013, 43(2):70-75. CAO Weidong, FENG Zhigang, LIU Shutang, et al. Experimental research on high temperature creep property of stone matrixasphalt mixtures using basalt and limestone aggregates[J]. Journal of Shandong University(Engineering Science), 2013, 43(2):70-75.
[46] 冯志刚. 重载交通混合式基层沥青路面超高温性能研究[D]. 济南:山东大学,2014. FENG Zhigang. Study on super high temperature performance of composite base asphalt pavement in heavy-duty traffic[D]. Jinan:Shandong University, 2014.
[47] KRINGOS N, SCARPAS A. Physical and mechanical moisture susceptibility of asphaltic mixtures[J]. International Journal of Solids and Structures, 2008, 45:2671-2685.
[48] LU Q, JOHN T H. Investigation of conditions for moisture damage in asphalt concrete and appropriate laboratory test methods, Research Report: UCPRCRR-2005-15[R]. California, USA: University of California Transportation Center, 2005.
[49] NGUYEN T, HUBBARD J, POMMERSHEIM J. Unified model for the degradation of organic coatings on steel in a neutral electrolyte[J]. Journal of Coatings Technology and Research, 1996, 68(855):45-56.
[50] NGUYEN T, MARTIN J, BYRD E. Relating laboratory and outdoor exposure of coatings:IV. mode and mechanism for hydrolytic degradation of acrylic melamine coatings exposed to water vapor in the absence of UV light[J]. Journal of Coatings Technology and Research, 2003, 75(941):37-50.
[51] NGUYEN T, BYRD E W, BENTZ D, et al. In situ spectroscopic study of water at the asphalt/siliceous substrate interface and its implication in stripping[J]. Journal of Adhesion, 2005, 81(1):1-28.
[52] AL-QADI I L, FINI E H, DESSOUKY S H. Adhesion of hot-poured crack sealants to aggregates[C] // 85th Annual Meeting of the Transportation Research Board. Washington D C, USA:[s. n.] , 2006.
[53] MERUSI F, CARUSO A, RONCELLA R, et al. Moisture susceptibility and stripping resistance of asphalt mixtures modified with different synthetic waxes[J]. Transportation Research Record Journal of the Transportation Research Board, 2010, 2180(1):110-120.
[54] CHENG D, LITTLE D N, LYTTON R L, et al. Moisture damage evaluation of asphalt mixtures by considering both moisture diffusion and repeated-load conditions[J]. Transportation Research Record Journal of the Transportation Research Board, 2003, 1832(1):42-49.
[55] ARABANI M, HAMEDI GH H. Using the surface free energy method to evaluate the effects of polymeric aggregate treatment on moisture damage in hot-mix asphalt[J]. Journal of Material Civil Engineering, 2010, 23(6):802-811.
[56] WASIUDDIN N M, FOGLE, CHRIS M, et al. Effect of antistrip additives on surface free energy characteristics of asphalt binders for moisture-induced damage potential[J]. Journal of Testing and Evaluation, 2007, 35(1):36-44.
[57] NETZEL D A. Apparent activation energies for molecular motions in solid asphalt[J]. Energy & Fuels, 2006, 20(5):2181-2188.
[58] PLANCHER H, DORRENCE S M, PETERSEN J C. Identification of chemical types in asphalts strongly adsorbed at the asphalt-aggregate interface and their relative displacement by water[J]. Association of Asphalt Paving Technologists, 1977, 46:151-175.
[59] MEHRARA A, KHODAII A. A review of state of the art on stripping phenomenon in asphalt concrete[J]. Construction and Building Materials, 2013, 38:423-442.
[60] TARRERA R. Stripping of asphalt concretechemical testing, Report number 2, Project #930-111[R]. Alabama, USA:[s. n.] , 1986.
[61] LU Q, HARVEY J T. Inclusion of moisture effect in fatigue test for asphalt pavements[C] // The First International Symposium on Transportation and Development Innovation Best Practices(TDIBP 2008). [S. l.] :[s. n.] , 2008.
[62] RICE J M. Relationship of aggregate characteristics to the effect of water on bituminous paving mixtures[C] // Symposium on Effect of Water on Bituminous Paving Mixtures. Philadelphia, Boston, Massachusetts, USA:American Society for Testing Materials, 1958:17-34.
[63] THELEN E. Surface energy and adhesion properties in asphalt-aggregate systems[J]. Highway Research Board Bulletin, 1958, 192:63-74.
[64] KIGGUNDU B M, ROBERTS F L. Stripping in HMA mixtures: state-of-the-art and critical review of test methods, NCAT Report 88-2[R]. [S. l.] : National Center for Asphalt Technology, 1988.
[65] D'ANGELO J, ANDERSON R. Material production, mix design, and pavement design effects on moisture damage[C] // Moisture Sensitivity of Asphalt Pavements-a National Seminar. San Diego, California, USA: Transportation Research Board, 2003:187-201.
[66] STUART K D. Moisture damage in asphalt mixtures—state-of-the-art report, Report No. FHWA-RD-90-019 [R]. [S. l.] : Department of Transportation, Federal Highway Administration, 1990.
[67] TERREL R L, AL-SWAILMI S. Water sensitivity of asphalt-aggregate mixestest selection, Strategic Highway research Program Report A-403[R]. Corvallis, USA: Oregon State University, 1994.
[68] 崔新壮. 路面(病害)力学[M]. 北京:科学出版社, 2015.
[69] 李少波,张宏超,孙立军. 动水压力的形成与模拟测量[J]. 同济大学学报(自然科学版),2007, 35(7):915-918. LI Shaobo, ZHANG Hongjun, SUN Lijun. Development and simulation measurement of dynamic hydraulic pressure[J]. Journal of Tongji University(Natural Science), 2007, 35(7):915-918.
[70] CUI X Z, ZHANG J, ZHANG N, et al. Laboratory simulation tests of effect of mechanical damage on moisture damage evolution in hot-mix asphalt pavement[J]. International Journal of Pavement Engineering, 2015, 16(8):699-709.
[71] 崔新壮, 金青, 张娜, 等. 损伤沥青混合料渗透性模型与水稳定性试验[J]. 中国公路学报, 2014, 27(3):1-10. CUI Xinzhuang, JIN Qing, ZHANG Na, et al. Experiment on permeability model and water stability of damaged asphalt mixture[J]. China Journal of Highway and Transport, 2014, 27(3):1-10.
[72] 崔新壮, 金青. 轮载作用下饱水沥青路面的动力响应[J]. 山东大学学报(工学版), 2008, 38(5):19-24. CUI Xinzhuang, JIN Qing. The dynamic response of saturated asphalt pavement under wheel loads[J]. Journal of Shandong University(Engineering Science), 2008, 38(5):19-24.
[73] CUI X Z, CAO W D, LIU S, et al. On dynamic pore pressure in moisture damage of asphalt pavement [J]. Geotechnical Special Publication, 2009, 195:121-125.
[74] 汤潍泽, 欧金秋, 崔新壮, 等. 车载引起的沥青路面内动水压力现场试验研究[J]. 山东大学学报(工学版), 2015, 45(6):84-106. TANG Weize, OU Jinqiu, CUI Xinzhuang, et al. Field test and research on vehicle load induced dynamic pore pressure in asphalt pavement[J]. Journal of Shandong University(Engineering Science), 2015, 45(6):84-106.
[75] GAO J Q, GUO C C, LIU Y T. Measurement of pore water pressure in asphalt pavement and its effects on permeability[J]. Measurement, 2015, 62:81-87.
[76] 薛强,盛谦.沥青路面破坏的多场耦合效应及控制技术[M]. 北京:科学出版社, 2009.
[77] 吴国雄, 周宇, 杨锐. 降雨入渗时沥青路面流固耦合作用的力学响应[J]. 重庆交通大学学报(自然科学版), 2012, 31(6):1141-1148. WU Guoxiong, ZHOU Yu, YANG Rui. Mechanical response of asphalt pavement under fluid-solid coupling in the case of rainfall infiltration[J]. Journal of Chongqing Jiaotong University(Natural Science), 2012, 31(6):1141-1148.
[78] 邓融. 水和荷载耦合作用下沥青路面动力响应研究[D]. 大连:大连海事大学, 2010. DENG Rong. Dynamic response of asphalt pavement subjected to the coupling action of moisture-loading[D]. Dalian:Dalian Maritime University, 2010.
[79] 欧金秋. 沥青路面水损坏的动水压力驱动机理研究[D]. 济南:山东大学, 2012. OU Jinqiu. Dynamic pore water pressure driving mechanism research of asphalt pavement moisture damage[D]. Jinan: Shandong University, 2012.
[80] CUI X Z. Dynamic numerical analysis of antimoisture-damage mechanism of permeable pavement base[J]. International Journal of Geomechanics, 2010, 10(6):230-235.
[81] 李天祥, 李矗. 沥青路面抗滑性能衰减试验研究进展[J]. 中国新技术新产品,2010:1863. LI Tianxiang, LI Chu. A review of the simulative test of skid resistance degradation of asphalt pavement surface[J]. China New Technologies and Products, 2010:1863.
[82] DO M T, TANG Z, KANE M, et al. Evolution of road-surface skid-resistance and texture due to polishing[J]. Wear, 2009, 266(5-6):574-577.
[83] HOLT F B, MUSGROVE G R. Surface texture classification: a guide to pavement skid resistance[J]. Pavement Surface Characteristics and Materials, ASTM STP, 1982, 763: 31-44.
[84] HOLM R. Electric contactstheory and application[M]. Heidelberg: Springer, 1967.
[85] BURWELL J T, STRANG C D. On the empirical law of adhesive wear[J]. Journal of Applied Physics, 1952, 23(1):18-28.
[86] SUH N P. An overview of the delamination theory of wear[J]. Wear, 1977, 44(1):1-16.
[87] WILSON D J, DUNN R C M. Analyzing road pavement skid resistance[J]. Institute of Transportation Engineers, 2005.
[88] 沙庆林.高速公路沥青路面早期破坏现象及预防[M]. 北京:人民交通出版社, 2003.
[89] KENNEDY C K, YOUNG A E, BUTLER I C. Measurement of skidding resistance and surface texture and the use of results in the United Kingdom[C] // Surface Characteristics of Roadways, International Research and Technologies: 1st Symposium on Surface Characteristics. State College, Pennsylvania, USA: ASTM, 1990:87-102.
[90] HENRY J J. Evaluation of pavement friction characteristics[C] // National Cooperative Highway Research Program. Washington D C, USA: Transportation Research Board, 2000.
[91] SMITH R H. Analyzing friction in the design of rubber products and their paired surfaces[M]. Florida, USA: CRC Press, 2008.
[92] LUO Y J. Effect of pavement temperature on frictional properties of hot-mix-asphalt pavement surfaces at the virginia smart road[D]. Virginia, USA: Virginia Polytechnic Institute, 2003.
[93] 刘君. 单轮式横向力系数测试系统研究[J]. 山西建筑, 2011, 37(27):148-149. LIU Jun. Study on the test system of single wheel type transverse force[J]. Shanxi Architecture, 2011, 37(27):148-149.
[94] 李长城, 刘小明, 荣建. 不同路面状况对路面摩擦系数影响的试验研究[J]. 公路交通科技, 2010, 27(12):27-32. LI Changcheng, LIU Xiaoming, RONG Jian. Experimental study on effect of road condition on pavement friction coefficient[J]. Journal of Highway and Transportation Research and Development, 27(12):27-32.
[95] KHAN A M, BACCHUS A, HOLTZ N M. Multilane highway design crossfall and drainage issues[J]. Transportation Research Record, 1994:1-9
[96] 刘明智.环境因素对沥青路面抗滑性能影响研究[D].哈尔滨:哈尔滨工业大学,2015. LIU Mingzhi. Research of environmental factors on the asphalt pavement anti-sliding performance impact[D]. Harbin: Harbin Institute of Technology, 2015.
[97] WILSON D J. The effect of rainfall and contaminants on road pavement skid resistance[R]. [S. l.] :New Zealand Transport Agency, 2013.
[98] 肖鑫, 张起森, 关宏信. 交通荷载对沥青路面抗滑性能衰减规律的影响[J]. 交通科学与工程, 2011, 27(3):6-10. XIAO Xin, ZHANG Qisen, GUAN Hongxin. The effect of traffic load on the attenuation of antiskid performance of asphalt pavement[J]. Journal of Transport Science and Engineering, 2011, 27(3):6-10.
[99] 孙洪利. 沥青路面抗滑性能衰减特性研究[J]. 公路, 2011(7):73-78. SUNHongli. Study on the attenuation characteristic of asphalt pavement skid resistance performance[J]. Highway, 2011(7):73-78.
[100] 宫秀青. 沥青路面宏观纹理磨损与抗滑性能衰变行为研究[D]. 北京:北京工业大学,2014. GONG Xiuqing. Research on macrotexture wear and skid resistance degradation of asphalt pavement[D]. Beijing: Beijing University of Technology, 2014.
[101] 李波, 徐欧明, 韩森. 路表纹理的分形表征及在抗滑性预估中的应用[J]. 武汉理工大学学报,2009, 31(19):102-104. LI Bo, XUOuming, HAN Sen. Fractal characterization of pavement texture and its application in skidding resistance prediction[J]. Journal of Wuhan University of Technology, 2009, 31(19):102-104.
[102] HOGERVORST D. Some properties of crushed stone for road surfaces[J]. Bulletin of the International Association of Engineering Geology, 1974, 10(1):59-64.
[103] 杨众, 郭忠印, 侯芸. 沥青混凝土防滑磨耗层防滑性能加速试验方法的研究[J]. 华东公路, 2002, 135(2):50-54. YANG Zhong, GUO Zhongyin, HOU Yun. Study on the acceleration test method of the skid resistance performance for the anti-skid wearing course of asphalt concrete pavement[J]. East China Highway, 2002, 135(2):50-54.
[104] 赵战利. 基于分形方法的沥青路面抗滑技术研究[D]. 西安:长安大学, 2005. ZHAO Zhanli. Research on skid resistance technology of asphalt pavement based on fractal method[D]. Xi'an: Chang'an University, 2005.
[105] Karol J, Kowalski, Rebecca S, et al. Long term monitoring of the noise and frictional properties of PFC, SMA and DGA pavements[R]. [S. l.] :[s. n.] , 2009.
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