JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (5): 68-87.doi: 10.6040/j.issn.1672-3961.0.2016.368
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CUI Xinzhuang1, HUANG Dan1*, LIU Lei2, LAN Riyan3, LYU Haibo4, ZHAO Yanlin5, CAO Weidong1, CHANG Chengli6
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[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 lAcademie 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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[7] | GUO De-dong1,2, XU Hong-mei3, LI Xiao-gang4. Study on application of porous andesite in asphalt pavement [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2010, 40(3): 133-136. |
[8] | CUI Xin-zhuang,JIN Qing . The dynamic response of saturated asphalt pavement under wheel loads [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(5): 19-24 . |
[9] | CUI Xin-zhuang,YAO Zhan-yong,SHANG Qing-sen . The application of dynamic compaction to the reconstruction of old road to expressway and its generalization [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 53-56 . |
[10] | YAO Zhan-yong,SHANG Qing-sen,ZHAO Zhi-zhong,JIA Zhao-xia . The influence analysis of the semirigid asphalt pavement configuration stress and distortion by interface conditions [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2007, 37(3): 93-99 . |
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