沥青路面现场热再生技术研究
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摘要
在我国交通事业快速发展、高等级公路进入大规模维修期,沥青路面再生技术的研究是我国公路建设中面临的重要任务。与普通沥青相比,改性沥青具有更优良的路用性能,得到了广泛应用。由于改性沥青的大规模使用历史相对较短,目前的再生利用技术主要针对基质沥青,并且改性沥青老化性状难预测、再生设计较复杂等因素,关于旧改性沥青的再生应用研究,国际上尚处于起步阶段。因此,本文结合海南东线高速府城至琼海段左幅大修工程热再生路段施工,针对普通沥青与PE改性沥青两类旧沥青路面现场热再生技术展开研究,为该技术的应用与推广打下良好基础,也为沥青路面再生利用成套技术的研究提供有价值的参考。
现场热再生技术具有一定的使用条件,因此在应用之前首先在旧路历史信息、原路面技术状况、交通量等方面展开了详细的调查和检测,对旧沥青路面使用性能进行评价,特别是路面结构承载能力,为现场热再生技术方案的选择和再生路段的划分提供依据。通过旧路面材料性能的试验检测,确定和评估了再生路段路面结构的使用现状,并在此基础上分析了旧路面病害及其成因。
旧沥青混凝土材料老化程度的评价是其能否再生利用的前提。首先研究改进了旧沥青抽提回收试验方法。对所抽取的旧普通沥青和改性沥青分别进行傅里叶红外光谱、四组分、三大指标、布洛克菲尔德(Brookfield)粘度和动态剪切流变(DSR)等系列试验,确定了旧沥青相关性能指标,评价其老化程度,分析了其老化机理。并通过试验进行了旧集料的集料性能、级配分布及其变异性研究。总结提出了再生剂的技术要求及其类型,据此研制开发并选取了富含旧沥青中所缺失组分的再生剂。分别对旧改性沥青和普通沥青掺配不同掺量的不同种类再生剂得到再生沥青,进行了四组分试验、三大指标试验、布洛克菲尔德(Brookfield)粘度试验和动态剪切流变(DSR)等系列试验,研究有关指标的变化规律,对比分析了再生剂的再生效果,从而推荐了适合依托工程要求的再生剂及其掺量范围,并应用SHRP方法进行了再生沥青性能检验。在此基础上总结了再生沥青设计的主要流程,提出了再生控制指标与再生剂掺量的关系模型,确定再生剂的设计掺量。
再生沥青混合料性能不仅是再生沥青混合料设计的关键,也是其使用寿命和质量的主要决定因素。因此,首先分析选择了现场热再生沥青混合料设计方法,提出了再生沥青混合料不同设计方案。然后开展了再生沥青混合料的常规力学性能、温度稳定性、水稳定性、疲劳性能等系统的试验,回归分析了再生沥青混合料高温稳定性、低温稳定性、水稳定性等随新旧料掺配比例的变化规律,指出了加铺再生和复拌再生两种再生工艺均能有效改善旧沥青混合料的老化性能,提高其高低温稳定、水稳定性。证明了通过选择合适的再生剂及其掺量、新旧料的掺配比例能使再生沥青混合料性能满足规范要求,总结提出了再生沥青混合料性能有关指标的控制范围。
通过进行间接拉伸疲劳试验,研究旧料、不同再生沥青混合料的疲劳性能,得出结论:再生沥青混合料比旧料的疲劳特性参数K值大很多,说明其疲劳寿命有显著提高;疲劳特性参数n值的变化范围不大,说明旧沥青混合料和再生沥青混合料的疲劳寿命对应力水平的敏感性下降;在同样的应力下,再生料的疲劳寿命明显高于旧料。通过APA试验,对比分析了旧沥青路面、常规大修工程沥青路面、再生沥青路面的疲劳寿命,证明了再生沥青路面具有较高的疲劳寿命,与间接拉伸疲劳试验结果一致。
通过红外线热像仪、小型气象站等现场检测对比研究了施工气象条件和旧沥青路面材料状况对现场热再生加热效果的影响,通过室内外试验对比研究了不同施工环节的再生温度、再生沥青混合料拌和时间等再生工艺参数对再生效果的影响,提出了相应的现场加热工艺和再生工艺要求。同时,提出了一种用同标号原样基质沥青进行室内短期及长期模拟老化至现场热再生施工加热再次老化后的现场热再生沥青老化模拟方法。
在上述研究的基础上,结合现场施工与跟踪监测,进一步综合评价了依托工程现场热再生技术的适应性。
With the rapid development of highway construction in China, the high-class highway has entered the period of large-scale maintenance. The research on recycling technology of asphalt pavement is an important task for the highway construction. Compared with ordinary asphalt, the modified asphalt has been widely used for its better performance. As the modified asphalt has been used on a large scale only for a short time and the current recycling technology focuses on substrate asphalt, with some facters such as unpretictable aging properties and comparatively complicated recycling design involved, the applied research on the recycling of modified asphalt is still in the infant stage in the world. On the practice basis of the construction of hot in-place recycling section of left-panel large-scale expansion project of the east highway of Hainan from Fucheng to Qionghai, this paper will conduct the research on hot in-place recycling technology of ordinary asphalt pavement and PE modified asphalt pavement, which will lay a good foundation for its application and promotion, and also provide a valuable reference for the research on sets of recycling technology of asphalt pavement.
Hot in-place recycling technology has certain conditions of use, therefore, first of all,a detailed investigation and testing which is done about historical information on the old road, the original technical condition of the road, traffic and other aspects before the application, old asphalt pavement performance is evaluated. Especially bearing capacity of pavement structure provided basis for selection of hot in-place recycling technology program and the division of regeneration section. Through the test of the old road material properties, the materials used in Existing pavement structure and current situation are determined and evaluated. Diseases and causes of the old road are analyzed on the basis of it.
Whether reuse of old asphalt mixture is related to evaluation of aging. First of all, test methods for recycling and extraction of old asphalt which is improved is studied, Fourier transform infrared spectroscopy, four components, three indicators, Brookfield viscosity and DSR, and other tests are carried out for the old ordinary asphalt which is extracted and modified asphalt, performance indicators of the old asphalt are determined, aging is evaluate, aging mechanism is analyzed. Aggregate performance, grading distribution and variability of the old aggregate is studied.
Technical requirements and types of recycling agent are proposed. Recycling agent including components which is the absence of the old asphalt is selected. The old modified asphalt and ordinary asphalt blending with different contents of different types of recycling agent is recycled asphalt. Four components, three indicators, Brookfield viscosity and DSR, and other tests are carried out. Variation of The indicators is studied, the regeneration of recycling agent is comparative analyzed, Thus recycling agent and their dosage range based on engineering requirements is recommended, and performance test of recycled asphalt is done with the method of SHRP. The main flow of recycled asphalt design is summarized on the basis of it, the relational model of recycling control targets and regenerated content to determine the design content of recycling agent.
The performance of recycled asphalt mixture is not only the key of the success of regeneration design, but also the main determinant of using life and quality of recycled asphalt pavement. Therefore, first of all, design method of hot in-place recycling asphalt mixture is selected, different designs of recycled mixture are proposed. Then test is carried out for the conventional mechanical properties, temperature stability, water stability, fatigue performance of recycled asphalt mixture. Change rule of the high low temperature stability and water stability of recycled asphalt mixture blended with the old and the new material dosage proportion. Remixing regeneration and repaving regeneration all can obviously improve aging properties of the old asphalt mixture, make its high/low temperature performance, water stability improved. Selecting appropriate regenerative agent and dosage, blending ratio of new old material can make recycled asphalt mixture performance reaching requirements specification is proved. Meanwhile, proposed control range and methods of the recycling asphalt mixture performance index is proposed.
Through indirect tensile fatigue tests, this article studies the fatigue properties of different recycled asphalt mixtures and the old materials. The results shows that compared with the old materials, the fatigue characteristic parameter‘k’of recycled mixtures increases significantly, which indicates that the fatigue life resistance has been improved greatly. The range of variation of the fatigue characteristic parameter‘n’is not large, which implies that the sensitivity to stress of the fatigue life of the aging asphalt and recycled asphalt mixtures decreases. Under the same stress, the fatigue life of the recycled asphalt is apparently longer than that of the old materials. With APA round-return wheel load simulation structural tests, the essay further compares and analyzes the fatigue life of the recycled asphalt pavements, the conventional asphalt pavements and the old asphalt pavements in different recycling projects. The results show that the recycled asphalt pavements have longer fatigue life, which is consistent to the results of the indirect tensile fatigue tests.
Through on-site tests, such as infrared thermal imager, small-size weather station, the article studies the effects of the weather conditions during construction and the status of the old asphalt pavement materials to on-site regenerative heating. By indoor and outdoor tests, it comparatively studies the effects of renewable technological parameters, such as regeneration temperature, regeneration asphalt mixing time, to regeneration results. Thus, it puts forward the corresponding on-site heating process and regeneration requirements.
Based on these studies, combined with the on-site tracking and monitoring, the study further evaluates the adaptability of on-site heat regeneration technology.
现场热再生技术具有一定的使用条件,因此在应用之前首先在旧路历史信息、原路面技术状况、交通量等方面展开了详细的调查和检测,对旧沥青路面使用性能进行评价,特别是路面结构承载能力,为现场热再生技术方案的选择和再生路段的划分提供依据。通过旧路面材料性能的试验检测,确定和评估了再生路段路面结构的使用现状,并在此基础上分析了旧路面病害及其成因。
旧沥青混凝土材料老化程度的评价是其能否再生利用的前提。首先研究改进了旧沥青抽提回收试验方法。对所抽取的旧普通沥青和改性沥青分别进行傅里叶红外光谱、四组分、三大指标、布洛克菲尔德(Brookfield)粘度和动态剪切流变(DSR)等系列试验,确定了旧沥青相关性能指标,评价其老化程度,分析了其老化机理。并通过试验进行了旧集料的集料性能、级配分布及其变异性研究。总结提出了再生剂的技术要求及其类型,据此研制开发并选取了富含旧沥青中所缺失组分的再生剂。分别对旧改性沥青和普通沥青掺配不同掺量的不同种类再生剂得到再生沥青,进行了四组分试验、三大指标试验、布洛克菲尔德(Brookfield)粘度试验和动态剪切流变(DSR)等系列试验,研究有关指标的变化规律,对比分析了再生剂的再生效果,从而推荐了适合依托工程要求的再生剂及其掺量范围,并应用SHRP方法进行了再生沥青性能检验。在此基础上总结了再生沥青设计的主要流程,提出了再生控制指标与再生剂掺量的关系模型,确定再生剂的设计掺量。
再生沥青混合料性能不仅是再生沥青混合料设计的关键,也是其使用寿命和质量的主要决定因素。因此,首先分析选择了现场热再生沥青混合料设计方法,提出了再生沥青混合料不同设计方案。然后开展了再生沥青混合料的常规力学性能、温度稳定性、水稳定性、疲劳性能等系统的试验,回归分析了再生沥青混合料高温稳定性、低温稳定性、水稳定性等随新旧料掺配比例的变化规律,指出了加铺再生和复拌再生两种再生工艺均能有效改善旧沥青混合料的老化性能,提高其高低温稳定、水稳定性。证明了通过选择合适的再生剂及其掺量、新旧料的掺配比例能使再生沥青混合料性能满足规范要求,总结提出了再生沥青混合料性能有关指标的控制范围。
通过进行间接拉伸疲劳试验,研究旧料、不同再生沥青混合料的疲劳性能,得出结论:再生沥青混合料比旧料的疲劳特性参数K值大很多,说明其疲劳寿命有显著提高;疲劳特性参数n值的变化范围不大,说明旧沥青混合料和再生沥青混合料的疲劳寿命对应力水平的敏感性下降;在同样的应力下,再生料的疲劳寿命明显高于旧料。通过APA试验,对比分析了旧沥青路面、常规大修工程沥青路面、再生沥青路面的疲劳寿命,证明了再生沥青路面具有较高的疲劳寿命,与间接拉伸疲劳试验结果一致。
通过红外线热像仪、小型气象站等现场检测对比研究了施工气象条件和旧沥青路面材料状况对现场热再生加热效果的影响,通过室内外试验对比研究了不同施工环节的再生温度、再生沥青混合料拌和时间等再生工艺参数对再生效果的影响,提出了相应的现场加热工艺和再生工艺要求。同时,提出了一种用同标号原样基质沥青进行室内短期及长期模拟老化至现场热再生施工加热再次老化后的现场热再生沥青老化模拟方法。
在上述研究的基础上,结合现场施工与跟踪监测,进一步综合评价了依托工程现场热再生技术的适应性。
With the rapid development of highway construction in China, the high-class highway has entered the period of large-scale maintenance. The research on recycling technology of asphalt pavement is an important task for the highway construction. Compared with ordinary asphalt, the modified asphalt has been widely used for its better performance. As the modified asphalt has been used on a large scale only for a short time and the current recycling technology focuses on substrate asphalt, with some facters such as unpretictable aging properties and comparatively complicated recycling design involved, the applied research on the recycling of modified asphalt is still in the infant stage in the world. On the practice basis of the construction of hot in-place recycling section of left-panel large-scale expansion project of the east highway of Hainan from Fucheng to Qionghai, this paper will conduct the research on hot in-place recycling technology of ordinary asphalt pavement and PE modified asphalt pavement, which will lay a good foundation for its application and promotion, and also provide a valuable reference for the research on sets of recycling technology of asphalt pavement.
Hot in-place recycling technology has certain conditions of use, therefore, first of all,a detailed investigation and testing which is done about historical information on the old road, the original technical condition of the road, traffic and other aspects before the application, old asphalt pavement performance is evaluated. Especially bearing capacity of pavement structure provided basis for selection of hot in-place recycling technology program and the division of regeneration section. Through the test of the old road material properties, the materials used in Existing pavement structure and current situation are determined and evaluated. Diseases and causes of the old road are analyzed on the basis of it.
Whether reuse of old asphalt mixture is related to evaluation of aging. First of all, test methods for recycling and extraction of old asphalt which is improved is studied, Fourier transform infrared spectroscopy, four components, three indicators, Brookfield viscosity and DSR, and other tests are carried out for the old ordinary asphalt which is extracted and modified asphalt, performance indicators of the old asphalt are determined, aging is evaluate, aging mechanism is analyzed. Aggregate performance, grading distribution and variability of the old aggregate is studied.
Technical requirements and types of recycling agent are proposed. Recycling agent including components which is the absence of the old asphalt is selected. The old modified asphalt and ordinary asphalt blending with different contents of different types of recycling agent is recycled asphalt. Four components, three indicators, Brookfield viscosity and DSR, and other tests are carried out. Variation of The indicators is studied, the regeneration of recycling agent is comparative analyzed, Thus recycling agent and their dosage range based on engineering requirements is recommended, and performance test of recycled asphalt is done with the method of SHRP. The main flow of recycled asphalt design is summarized on the basis of it, the relational model of recycling control targets and regenerated content to determine the design content of recycling agent.
The performance of recycled asphalt mixture is not only the key of the success of regeneration design, but also the main determinant of using life and quality of recycled asphalt pavement. Therefore, first of all, design method of hot in-place recycling asphalt mixture is selected, different designs of recycled mixture are proposed. Then test is carried out for the conventional mechanical properties, temperature stability, water stability, fatigue performance of recycled asphalt mixture. Change rule of the high low temperature stability and water stability of recycled asphalt mixture blended with the old and the new material dosage proportion. Remixing regeneration and repaving regeneration all can obviously improve aging properties of the old asphalt mixture, make its high/low temperature performance, water stability improved. Selecting appropriate regenerative agent and dosage, blending ratio of new old material can make recycled asphalt mixture performance reaching requirements specification is proved. Meanwhile, proposed control range and methods of the recycling asphalt mixture performance index is proposed.
Through indirect tensile fatigue tests, this article studies the fatigue properties of different recycled asphalt mixtures and the old materials. The results shows that compared with the old materials, the fatigue characteristic parameter‘k’of recycled mixtures increases significantly, which indicates that the fatigue life resistance has been improved greatly. The range of variation of the fatigue characteristic parameter‘n’is not large, which implies that the sensitivity to stress of the fatigue life of the aging asphalt and recycled asphalt mixtures decreases. Under the same stress, the fatigue life of the recycled asphalt is apparently longer than that of the old materials. With APA round-return wheel load simulation structural tests, the essay further compares and analyzes the fatigue life of the recycled asphalt pavements, the conventional asphalt pavements and the old asphalt pavements in different recycling projects. The results show that the recycled asphalt pavements have longer fatigue life, which is consistent to the results of the indirect tensile fatigue tests.
Through on-site tests, such as infrared thermal imager, small-size weather station, the article studies the effects of the weather conditions during construction and the status of the old asphalt pavement materials to on-site regenerative heating. By indoor and outdoor tests, it comparatively studies the effects of renewable technological parameters, such as regeneration temperature, regeneration asphalt mixing time, to regeneration results. Thus, it puts forward the corresponding on-site heating process and regeneration requirements.
Based on these studies, combined with the on-site tracking and monitoring, the study further evaluates the adaptability of on-site heat regeneration technology.
引文
[1]中华人民共和国交通运输部.http://www.moc.gov.cn/zizhan/siju/guihuasi/tongjixinxi /niandubaogao/201104/t20100427_937146,2011.4
[2]国家发展改革委交通运输司. http://www.gov.cn/ztzl/2005-09/16/content_64418.htm, 2005.9
[3]马涛.SMA路面现场热再生技术研究[D]:[东南大学博士学位论文].南京,东南大学,2009.12
[4]公路沥青路面再生技术规范(JTG F41-2008)[M].北京:人民交通出版社,2008
[5]沈国印.沥青混凝土路面再生利用试验分析[J].公路,2003(5):107~110
[6] Morgan R D.Hot and cold recycling of asphalt pavemems[R]. U.S.Department of Transportation Federal Highway Administration, 1981:27-29
[7] Epps J A.Guidelines for Recycling Asphalt Pavements[J].Journal of the Association of Asphalt Paving Technologists,1980:12-13
[8]刘林华.改性沥青的发展及其应用[J].山西建筑,2008(34):170~172
[9]拾方治,马为民.沥青路面再生技术手册[M].北京:人民交通出版社,2006
[10] James L M . An Investigation of Recycling Bituminous Pavements[D]. [PhD dissertation].Indiana:Purdue University,1980
[11] Paulo A A,Pereira,Joel R M, Oliveira,et a1.Mechanical characterization of hot mix recycled materials[J]. The International of Pavement Engineering,2004,5(4):21l-220
[12] David E N,Mard B,Ira J H.Concepts of Perpetual Pavements[C]. Transportation Research Circular, 200l:4-11
[13] Brock J D.Milling and Recycling,Technical Paper T-127,ASTEC,Chattanooga TN.Undated;
[14] Pedro L C.Evaluation of Hot Asphalt Concrete Mixes Containing Recycled Materials as an Alternative for Pavement Rehabilitation[D]:[Master of Science Dissertation].Reno:University of Nevada,1996
[15] Asphalt Recycling and Reclaiming Association.An Overview of Recycling and Reclaimation Methods for Asphalt Pavement Rehabilitation.Brochure,Annapolis,Maryland,l 992
[16] Sullivan J.Pavement Recycling Executivc Summary and Report[R].Publication No.FHWA-SA-95-060,Departament of Transportation,FHWA,Washington DC,1996
[17] Kandhal P S. Evaluation of Recycled Executive Summary and Report[R].NCAT Report No.95-4,National Center for Asphalt Technology,Auburn University,Alabama,1 995
[18] Federal Highway Administration . Pavement Recycling Guidelines for Local Governments-Reference Mannual[R] . Report No . FHWA-SA-90-042 , U S Department of Transportation,Washington DC,1997
[19] Asphalt Recycling anld Reclaiming Association.Proven Guidelines for Hot Mix Recycling[R].Annapolis,Maryland,1992
[20] Emery,J.Asphalt concrete Recycling in Canada[R].Transportation Research Record 1427,TRB,National Research Council,Washington DC,1993
[21] Roberts F L,et a1.Hot Mix Asphalt Materials,Mixture Design and Construction,2nd Edition[R].NAPA Education Foundation,Lanham,Maryland,1996
[22]朱文天.美国及欧洲沥青路面旧料再生技术和设备[J].交通世界,2007(4):38-39
[23]邱延峻.实现适应四川省小康社会要求的公路现代化[J].专家论坛,2003(3):1-11
[24] Recycling saves money and impact[EB/OL]. http://www.betterroads.com/articles /ju104c.html,2004.07
[25] Guideline Hot Mix Asphalt Recycling in Plant.PIARC-working group C7/8,the Netherlands,2002
[26] J.A.Epps.Guidelines for Recycling Asphalt Pavements[J].Journal of the Association of Asphalt Paving Technologists,1980.
[27]黄建跃,刘先森.谈发展沥青再生技术的几个关键问题[J].公路,2003.8:102-107
[28]李中林.现代日本概况[M].北京:北京航空航天大学出版社,2000
[29]樊统江,徐栋良,贾敬鹏,等.沥青砼路面再生技术及其在国外的发展[J].重庆交通学院学报,2007,26(3):82-86
[30]日本道路协会.日本路面废料再生利用技术指南[M].王元勋,张文魁译.北京:人民交通出版社,1990
[31] Christopher A,Lovisiari. Transportation Research Center:Foamed Recycled Asphaht Pavement: The Louisiaria Experience[J/OL] . http : //www.hwa.dot.gov/pavement /asphalt/Foamrap.html,2005-05-24
[32] Griffiths C T,Krstulovich J M Jr.Utilization of Recycled Materials in Illinois Highway Construction[J/OL],http://www.fhwa.dot.gov/pavementireeycling,2005
[33] National Asphalt Pavement Association . Reclaimed Asphalt Pavement-Material Description[EB/OL].http://www.if-hrc.gov/hnr20/recyele/waste/rapl31.htm,2002
[34] Hawaii Asphalt Paving Industry.Recycled HMA[J/0L].http://www.hawaiiaasphalt.com /HAPI/Modules/04-Pavment_types/04-Recyeled-hma.htm,2002-03
[35] National Asphalt Pavement Association . Reclaimed Asphalt Pavement-UserGuideline[EB/OL].http://www.tfhre-gov/hnr20/recycle/waste/rap131.htm,2002
[36] Anon.Environmental benefits[EB/OL].http://www.uscoldpatch.com/benefits.htm,2006
[37] Austroads.Asphalt recycling guide[M].Sydney,Australia,1997
[38] Framework Specifications for Asphalt RecycIing.1SBN 0855885297.Austroads Inc.2000
[39] Huffman,J.E.. Update on Asphalt concrete Recycling [J].Reclamation.Better roads,1998.
[40]陈启宗.工厂热法沥青混凝土路面再生技术[J].工程机械,2001(5):27~28
[41]陈惠敏.石油沥青产品手册[M].北京:石油工业出版社,2001:215~216
[42]黄晓明,吴少鹏,赵永利.沥青与沥青混合料[M].南京:东南大学出版社,2002
[43]范振华,吴道流.就地热再生技术在中国的应用[J].筑路机械与施工机械化,2002(5):34-36
[44]刘登普.高等级沥青路面再生技术及施工[J].湖南交通科技,2002(2):33-35
[45]徐培华.高等级公路路基路面养护技术[M].北京:人民交通出版社,2003:126~129
[46]丁柯,陈炳生.浅议沥青路面旧料再生利用[J].中国市政工程,2003(3):5-6
[47]蒋建飞,江瑞龄.沥青路面就地热再生技术及施工工艺研究[C].2004年全国公路沥青路面再生技术与设备研讨会论文集,厦门,2004.12
[48]曾令永,季鹏,奚丽珍,等.沥青路面现场热再牛技术在沪宁高速公路大修工程中的应用与研究[C].第二届中国国际沥青大会论文集,北海,2004.03
[49]吕思忠.现场热再生技术在山东的应用及实践[J].公路养护,2004(14):52~53
[50]胡达平.热拌再生沥青混合料应用技术研究[C].第二届中国国际沥青大会论文集.北海,2004.3
[51]谭积青.广佛高速公路沥青路面维修及沥青再生研究[J].广东公路交通,2004(1):4.16
[52]杨平.沥青路面厂拌热再生利用研究[D]:[长沙理工大学硕士学位论文].长沙:长沙理工大学,2005
[53]杨平,聂忆华,查旭东.旧沥青路面材料再生利用调查和评价[J].中外公路,2005,25(1):98-10l
[54]韩慧仙,龙水根,曹显利.旧沥青路面材料回收的试验分析[J].养护机械与施工技术,2005(6):33~34
[55]吴琰.基于均匀设计的冷再生混合料研究[J].交通科技与经济,2005(3):1~2
[56]屈朝彬,从保华,郭永辉,等.旧沥青路面现场热再生技术在石安高速公路上的应用[J].公路交通科技,应用技术版,2005(8):28~30
[57]熊巍.热再生沥青混合料路用性能试验研究[J].公路,2006(10):191~194
[58]江苏省连徐高速公路有限公司,东南大学.高速公路沥青路面车辙成因及维修技术研究报告[R].2006
[59]董平如,沈国平.京津塘高速公路沥青混凝土路面就地热再生技术[J].公路,2007(1):124~130
[60]柏丽敏,张宏国.长营高速公路沥青路面的就地热再生[J].吉林交通科技,2007(2):6~11
[61]黄晓明,等.沥青路面就地热再生施工技术手册[M].北京:人民交通出版社,2007
[62]江臣.高等级沥青路面再生技术及工程应用研究[D]:[东南大学硕士学位论文].南京:东南大学,1999
[63]周海波.高等级沥青路面就地热再生及其关键技术研究[D]:[同济大学硕士学位论文].上海:同济大学,2003
[64]杨彦海.道路再生沥青性能分析与评价[D]:[沈阳建筑工程学院硕士学位论文].沈阳:沈阳建筑工程学院.2004
[65]韩慧仙.沥青路面现场热再生技术的研究[D]:[长安大学硕士学位论文].西安:长安大学,2005
[66]卫贝尔.沥青路面热再生机组加热系统及装置的研究[D]:[长安大学硕士学位论文].西安:长安大学,2005
[67]任义军.沥青混凝土就地再生机械与施工研究[D]:[长安大学硕士学位论文].西安:长安大学,2005
[68]杜伟.沥青路面就地热再生机组铣刨与摊铺装置研究[D]:[同济大学硕士学位论文].上海:同济大学,2005
[69]刘琳琳.沥青路面就地热再生工艺研究[D]:[大连理工大学硕士学位论文].大连:大连理工大学,2005
[70]丁乐.现场热再生改性沥青路面的低温性能研究[D]:[大连理工大学硕士学位论文].大连:大连理工大学,2005
[71]江燕青.沥青路面就地热再生技术的研究[D]:[长安大学硕士学位论文].西安:长安大学硕士,2006
[72]王冲,徐世法,季节,等.再生SBS改性沥青混合料再度老化性能的研究[J].北京建筑工程学院学报.2006,22(3):20~23.
[73]余国贤.废旧沥青再生剂的实验研究[J].石油学报,2006,22(5):96-l00
[74]赵利明.SBS改性沥青路面现场热再生试验研究[D]:[大连理工大学硕士学位论文].大连:大连理工大学,2007
[75]张道义,屈言宾,赵永利.对再生沥青进行改性的可行性分析[J].石油沥青,2008,22(1):70-72
[76]耿九波.沥青老化机理及再生技术研究[D]:[长安大学硕士学位论文].西安:长安大学,2008
[77]陈涛.现场热再生沥青混合料路用性能研究[D]:[东南大学硕士学位论文].南京:东南大学,2009
[78]刘振兴.海南省现场热再生沥青路面施工工艺及质量控制研究[D].[长沙理工大学硕士学位论文].长沙:长沙理工大学,2009
[79]季节,高建立,罗晓辉等.热再生沥青混合料的配合比设计[J].公路,2004,(3):73-78
[80] Petersen J.C..Chemical Composition of Asphalt as Related to Asphalt Durability:State of the Art[J].Transportation Research Record,1984,999:13-30
[81] Mill T.,Tse D.S.,Loo B..Oxidation Pathways for Asphalt[J].Prepr.Pap.-Am.Chem.Soc.,Div. Fuel Chem.,1992,37:1367-1375
[82] Petersen J. C. Comparison of oxidation of SHRP asphalts by two different methods[J]. Fuel Sci . Technol . Int., 1993 ,11(1) :89 - 121
[83] Henington P. R., Atrick J. E, George F. A.B. Oxidation of roading asphalts[J]. Ind. Eng. Chem. Res. ,1994,33(11) :2801 - 2809
[84] Petersen J. C.. Factors affecting the kinetics and mechanisms of asphalt oxidation and the relative effects of oxidation products on age hardening[J]. Prepr. Pap. - Am. Chem. Soc.,Div. Fuel Chem.,1996,44(4) :1322 - 1344
[85] Lu Xiaohu,Ulf Isacsson.Effect of ageing on bitumen chemistry and rheology[J]. Construction and Building Materials,2002,16(1):15-22.
[86] Mahabir Panda , Mayajit Mazumdar. Utilization of Reclaimed Polyethylene in Bituminous Paving Mixes[J]. J. Mat. in Civ. Engrg,2002,14(6):527-530
[87] A.A.A. Molenaar, E. T. Hagos, and M. F. C. van de Ven. Effects of Aging on the Mechanical Characteristics of Bituminous Binders in PAC[J]. J. Materials in Civil Engrg., 2010,22(8): 779-787
[88]张倩,赵洁,史梦琪等.自然因素作用下沥青老化化学机理分析[J].西安建筑科技大学学报,2004,36(4):457—450
[89]李海军.沥青路面热再生机理及应用技术研究[D]:[东南大学博士学位论文].南京:东南大学,2005
[90]侯睿.沥青抽提方法评价与就地热再生技术研究[D]:[东南大学硕士学位论文].南京:东南大学,2006
[91]魏荣梅.道路沥青的老化与再生研究[D]:[武汉理工大学硕士学位论文].武汉:武汉理工大学,2006
[92]季节.再生沥青及其混合料路用性能的评价技术[D]:[同济大学博士学位论文].上海:同济大学,2007
[93]芦军.沥青路面老化行为与再生技术研究[D]:[长安大学博士学位论文].西安:长安大学,2008
[94]赵志军,陈明宇,吴少鹏等.沥青的老化机理与性能研究[J].建材世界,2009,30(2)
[95]李胜强.厂拌热再生沥青混合料路用性能研究[D]:[重庆交通大学硕士学位论文].重庆:重庆交通大学,2009
[96] Asphalt Institute Research Center. Performance graded asphalt binder specification and testing Superpave series, No.1(SP-1). Asphalt Institute Research Center, 1994
[97]田小革,莫一魁,郑健龙.抽提回收过程对沥青老化程度评价的影响[J].交通运输工程学报,2005,5(2):23-26
[98]熊出华,张永兴,凌天清,刘燕燕.一种新的沥青回收方法探讨[J].中外公路,2006,26(2):203-205
[99]吕伟民.沥青再生原理与再生剂的技术要求[J].石油沥青,2007,21(6):1-6.
[100] Robert Karlsson,Ulf Isacsson.Laboratory Studies Of Diffusion In Bitumen Using Markers[J]. Journal of Materials Science,2003, 38
[101] Carpenter.S.H. and J.R.Wolosick.Modifier Influence in the Characterization of Hot Mix Recycled Materials[C]. 59th Annual Meeting of the Transportation Research Board. Washington,D.C.,Jan.1980
[102] Robert Karlsson,Ulf Isacsson.Laboratory Studies Of Diffusion In Bitumen Using Markers[J]. Journal of Materials Science,2003,(38):2835-2844
[103] Robert Karlsson,Ulf lsacsson.Application of FTIR-ATR to Characterization of Bitimen Rejuvenator Diffusion[J]. Journal of Materials in Civil Engineering , 2003 ,15(2):157-165.
[104] Davidson,D.D., W.Canessa,and S.J.Escobar. Recycling of Substandard and Deteriorated Asphalt Pavements-A guideline for Design[C]. Proceeding,AAPT,1997,46
[105]黄晓明,赵永利,江臣.沥青路面再生利用试验分析[J].岩土工程学报,2001,23(4):468-471
[106]曹荣吉,陈荣生,徐正林.沥青再生剂性能评价研究[J].公路交通科技. 2007,24(3):43-45
[107] Junan Shen; Serji Amirkhanian; and Jennifer Aune Miller. Effects of Rejuvenating Agents on Superpave Mixtures Containing Reclaimed Asphalt Pavement[J]. Journal of Materials in Civil Engineering, 2007, 19(5): 376-384
[108] Soon-Jae Lee, Hakseo Kim, Chandra K. Akisetty, and Serji N. Amirkhanian. Laboratory characterization of recycled crumbrubber-modified asphalt mixture after extended aging[J]. Can. J. Civ. Eng. 2008,35: 1308–1317
[109] Soon-Jae Lee,Serji N. Amirkhanian,Bradley J. Putman. Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel PermeationChromatography[J]. J. Mat. in Civ. Engrg,2009,21(8):382-391
[110] Ayman M. Othman. Impact of Polypropylene Application Method on Long-Term Aging of Polypropylene-Modified HMA[J]. J. Materials in Civil Engrg., 2010, 22(10):1012-1018
[111] Xiang Shu,Baoshan Huang,Dragon Vukosavljevic. Evaluation of Cracking Resistance of Recycled Asphalt Mixture Using Semi-Circular Bending Test[C]. Paving Materials and Pavement Analysis (GSP 203) , Proceedings of the 2010 GeoShanghai International Conference, shanghai,ASCE,2010
[112] Elie Y. Hajj,Peter E. Sebaaly, Pratheepan Kandiah. Evaluation of the Use of Reclaimed Asphalt Pavement in Airfield HMA Pavements[J]. J. Transp. Engrg,2010, 136(3): 181-189
[113] Subhash C. Thakur,Jie Han,Wai Kiong Chong, Robert L. Parsons. Laboratory Evaluation of Physical and Mechanical Properties of Recycled Asphalt Pavement [C]. Paving Materials and Pavement Analysis (GSP 203), Proceedings of the 2010 GeoShanghai International Conference, shanghai,ASCE,2010
[114] Feipeng Xiao, Serji N. Amirkhanian. Laboratory investigation of utilizing high percentage of RAP in rubberized asphalt mixture[J]. Materials and Structures, 2010, 43:223–233
[115] FHWA.Pavement Recycling Guidelines for State and Local Government[M].1997.12
[116] NCHRP.Recommended Use of reclaimed asphalt pavement in the Superpave mix design method:technician’S manual[R]. NCHRP Report 452 , National Academy Press Washington,D.C.2001
[117] Asphalt Recycling and Reclaiming Association(ARRA). Basic asphalt recyling manual. 2001
[118] Bruee, A. Chadbourn,JameS A. Luoma. Consideration of Hot Mix Asphalt Thermal ProPerties During ComPaction. Symposium on Quality Management in asphalt Pavement Construction 5 December 1995.
[119] Standard Practice for Pavement Recycling,Departments Of the Army and The Air force,1998
[120] Davidson,D.D., W.Canessa,and S.J.Escobar. Recycling of Substandard and Deteriorated Asphalt Pavements-A Guideline for Design.Proceeding,AAPT, 1997,46
[121] Michael M.Marti,P.E. and Andrew Mielke. Synthesis of Asphalt Recycling in Minnesota Final Report. Minnesota Local Road Research Board,2002
[122] Mark Swanland,Enhancing pavement smoothness. Public roads,September 2000
[123] J.Button,D.N.Little,C.K.Estankhri.Hot In-Place Recycling of Asphalt Conctete,inNCRHRP Synthesis of Highway Practice 193,TRB,National Research Council,Washington,DC,1994
[124] Larry Flynn. Philophical asphalt. Road and Bridges,May 2000
[125]中华人民共和国行业标准.沥青路面设计规范(JTG D50-2006) [S].北京:人民交通出版社,2006
[126]中华人民共和国行业标准.公路沥青路面养护技术规范(JTJ 073.2-2001) [S].北京:人民交通出版社,2001
[127]中华人民共和国行业标准.公路工程沥青及沥青混合料试验规程(JTJ052-2000) [S].北京:人民交通出版社,2000
[128]中华人民共和国行业标准.交通部公路科学研究所[S].公路工程集料试验规程(JTJ 058-2000).北京:人民交通出版社,2000
[129]中华人民共和国行业标准.公路沥青路面施工技术规范(JTG F40-2004) [S].北京:人民交通出版社,2004
[130] Rebecca S. McDaniel, Hamid Soleymani, R. Michael Anderson,et al.Recommended Use of Reclaimed Asphalt Pavement in the Superpave Mix Design Method[R].NCHRP Web Document 30(Project D9-12): Contractor’s Final Report,October 2000
[131]侯睿,李海军,黄晓明.路面旧沥青回收及其影响因素的试验分析[J].公路,2005,4: 170-172
[132]沈金安.沥青及沥青混合料路用性能[M].北京:人民交通出版社,2000:494
[133] SHRP-A/IR-89-004.Summary Report on Aging of Asphalt-Aggregate Systems
[134]张正端,邵洪福.蒸馏基本原理与操作[M].北京:燃料化学出版社,1973.06:1-4,11-12
[135]穆光照.实用溶剂手册[M].上海:上海科学技术出版社,1990.09:108-110
[136] Hamid R S. Viscoelastic Characterizalion of Blended Binders for Asphalts Pavements Recycljng[D]. Doctor of Philosophy in the Department of Civil Engineering Univerisity of Saskatchewan Saskatoon,Canada,1998
[137] Annual Book of ASTM Standards,Standard Practice For Classifying Hot-Mix Recycling Agent,2001
[138]雒泽华.沥青路面再生技术在我国的发展应用.建设机械技术与管理,2007,11(10):25-28
[139]吕伟民,严家伋.沥青路面再生技术.北京:人民交通出版社,1989. 100-102
[140]严家汲.道路建筑材料[M].北京:人民交通出版社,2001.02:27-31
[141]薛小刚.沥青混合料级配优化及配合比设计方法研究[D]:[长安大学硕士学位论文].西安:长安大学, 2005
[142]美国地沥青协会著,美国沥青再生指南[M]深圳海川工程科技有限公司译..2006.01:65-79
[143] Ford M C.Pavement densification related to asphalt mix characteristics[R].1988 Annual Meeting of the Transportation Research Board. Washington D.C.: Transportation Rese- arch Beard, 1988
[144] Bensa N K, Reynaldo R, Mang T, et a1.Evaluation of VMA and other volumetric pro- perties as criteria for the design and acceptance of Superpave mixtures[C].Clearwater Beach Florida:AAPT,2001,38-69
[145] Epps J,Monismith C L,Seeds S B,et a1.Westrack performance interim findings[C]. Boston: APT, Vol.67, 1998:738-777
[146]孙立军,张宏超,刘黎萍等.沥青路面初期损坏特点和机理分析[J].同济大学学报:自然科学版,Vol.30 No.4, 2002:416
[147]彭勇,孙立军.空隙率对沥青混合料性能影响[J].武汉理工大学学报(交通科学与工程版) Vol.33 No.5, 2009.10:869-829
[148]卢亮,王端宜,詹小丽.沥青混合料空隙率与抗车辙性能临界关系研究[J].公路, No.12, 2008.12:183-188
[149]李立寒,曹林涛,郭亚兵等.初始空隙率对沥青混合料性能影响的试验研究[J].同济大学学报(自然科学版),Vol.34 No.6, 2006.06:757-760
[150]浙江兰亭高科有限公司,四川省交通厅公路规划勘察设计院.沥青路面现场热再生利用关键技术研究[R].西部交通建设科研项目,2007.11
[151]邓学钧.路基路面工程[M].北京:人民交通出版社,2002.02:5-7,311-312
[152] Cooley AL,Kandhal PS.Evaluation of asphalt pavement analyzer as a tool to predict rutting [C].Proceedings of the 9th International Conference on Asphalt Pavement. Copenhagen: International Society of Asphalt Pavement, 2002
[153]吴平,崔鹏,谢军.APA沥青混合料疲劳性能试验研究[J].中外公路,Vol. 23 No.1, 2003:1-4
[154]张俊标,王绍怀,张肖宁.APA评价再生沥青混合料路用性能[J].石油沥青,Vol. 18 No.2, 2004:7-10
[155]耿九光,戴经梁,陈忠达.热再生沥青混合料低温抗裂性能全程评价[J].武汉理工大学学报(交通与科学工程版) Vol.32 No.6, 2008.12:1030-1032
[156] Stroup-Gardiner M., Wagner, C.Use of RAP in Superpave HMA Applications[R].Subm- itted for publication in Transportation Research Record, 1999
[157] Noureldin A.S., Wood L.E.Laboratory Evaluation of Recycled Asphalt Pavement Using Nondestructive Tests[R].Transportation Research Record-1269, 1990:92-100
[158] Michael S.Sondag, Bruce A. Chadbourn, Andrew Drescher.Investigation Of Recycled Asphalt Pavement(RAP) Mixtures[R].Minnesota Department of Transportation Office of Research Services,2002.
[159] Paul, H.R.Evaluation of Recycled Projects for Performance [J].Journal of the Association of Asphalt Paving Technologists, 1996,65:231
[160]张玉芳,李晓明,栗培龙.再生沥青混合料的旧料掺配率研究[J].公路交通科技, 2008,25(4):102-104
[161] Kevin D.Stuart, Walaa S.Validation of the Superpave Asphalt Binder Fatigue Cracking Parameter Using the FHWA's Accelerated Loading Facility [M]. Association of Asphalt Paving Technologists,Vol.71,2002:116～146
[162] Pedro Romero, Kevin D.Stuart,Walla Mogawer.Fatigue Response of Asphalt Mixtures Tested by the Federal Highway Administration’s Accelerated Loading Facility[M]. Association of Asphalt Paving Technologists, Vol.69, 2000:212-235
[163] G M.Rose, S.F.Brown.Validation of the Fatigue Performance of Asphalt Mixtures with Small Scale Whell Tracking Experiments Association of Asphalt Paving Technologists [M], 1997, Vol.66:231-235
[164] W.Van Dijk. Practical Fatigue Characterization of Bituminous Mixes [M]. Association of Asphalt Paving Technologists,Vol.44,1975:37～74
[165]王旭东.沥青路面材料动力特性与动态参数[M].北京:人民交通出版社, 2002.01:82-106
[166]彭波,李文瑛,危拥军.沥青混合料材料组成与特性[M].北京:人民交通出版社, 2007.09:144-157
[167] WEN Haifeng. Fatigue Performance Evaluation of WesTrack Asphalt Mixtures Based on Viscoelastic Analysis of Indirect Tensile Test [D].Raleigh: North Carolina State University, 2001
[168]许志鸿,李淑明,高英等.沥青混合料疲劳性能研究[J].交通运输工程学报,2001,1(1):20-24
[169]黄仰贤著,余定选,齐诚译.路面分析与设计[M].北京:人民交通出版社,1998: 236
[170]刘峰,李宇峙,黄云涌.沥青混合料疲劳试验中两种控制模式的选择分析[J].中外公路, 2005,25(4):192-195
[171]谢军,郭忠印.沥青混合料疲劳响应模型试验研究[J].公路交通科技,Vol.24 No.5, 2007.05:21-25
[172]张靖娜,朱希岭,张肖宁.沥青混合料疲劳损伤的研究[J].哈尔滨建筑大学学报, 1997,30(5): 106-111
[173]虞将苗.沥青混合料疲劳性能研究[D]:[华南理工大博学士学位论文].广州:华南理工大学,2005
[174]陈定.TLA改性沥青混合料疲劳性能研究[D]:[长沙理工大学硕士学位论文.长沙:长沙理工大学硕士论文, 2008
[175]刘先淼,王树林.热再生沥青路面耐久性述评[J].中外公路,2003,23(10):45-23
[176] Cooley AL,Kandhal PS.Evaluation of asphalt pavement analyzer as a tool to predict rutting [C].Proceedings of the 9th International Conference on Asphalt Pavement. Copenhagen: International Society of Asphalt Pavement, 2002
[2]国家发展改革委交通运输司. http://www.gov.cn/ztzl/2005-09/16/content_64418.htm, 2005.9
[3]马涛.SMA路面现场热再生技术研究[D]:[东南大学博士学位论文].南京,东南大学,2009.12
[4]公路沥青路面再生技术规范(JTG F41-2008)[M].北京:人民交通出版社,2008
[5]沈国印.沥青混凝土路面再生利用试验分析[J].公路,2003(5):107~110
[6] Morgan R D.Hot and cold recycling of asphalt pavemems[R]. U.S.Department of Transportation Federal Highway Administration, 1981:27-29
[7] Epps J A.Guidelines for Recycling Asphalt Pavements[J].Journal of the Association of Asphalt Paving Technologists,1980:12-13
[8]刘林华.改性沥青的发展及其应用[J].山西建筑,2008(34):170~172
[9]拾方治,马为民.沥青路面再生技术手册[M].北京:人民交通出版社,2006
[10] James L M . An Investigation of Recycling Bituminous Pavements[D]. [PhD dissertation].Indiana:Purdue University,1980
[11] Paulo A A,Pereira,Joel R M, Oliveira,et a1.Mechanical characterization of hot mix recycled materials[J]. The International of Pavement Engineering,2004,5(4):21l-220
[12] David E N,Mard B,Ira J H.Concepts of Perpetual Pavements[C]. Transportation Research Circular, 200l:4-11
[13] Brock J D.Milling and Recycling,Technical Paper T-127,ASTEC,Chattanooga TN.Undated;
[14] Pedro L C.Evaluation of Hot Asphalt Concrete Mixes Containing Recycled Materials as an Alternative for Pavement Rehabilitation[D]:[Master of Science Dissertation].Reno:University of Nevada,1996
[15] Asphalt Recycling and Reclaiming Association.An Overview of Recycling and Reclaimation Methods for Asphalt Pavement Rehabilitation.Brochure,Annapolis,Maryland,l 992
[16] Sullivan J.Pavement Recycling Executivc Summary and Report[R].Publication No.FHWA-SA-95-060,Departament of Transportation,FHWA,Washington DC,1996
[17] Kandhal P S. Evaluation of Recycled Executive Summary and Report[R].NCAT Report No.95-4,National Center for Asphalt Technology,Auburn University,Alabama,1 995
[18] Federal Highway Administration . Pavement Recycling Guidelines for Local Governments-Reference Mannual[R] . Report No . FHWA-SA-90-042 , U S Department of Transportation,Washington DC,1997
[19] Asphalt Recycling anld Reclaiming Association.Proven Guidelines for Hot Mix Recycling[R].Annapolis,Maryland,1992
[20] Emery,J.Asphalt concrete Recycling in Canada[R].Transportation Research Record 1427,TRB,National Research Council,Washington DC,1993
[21] Roberts F L,et a1.Hot Mix Asphalt Materials,Mixture Design and Construction,2nd Edition[R].NAPA Education Foundation,Lanham,Maryland,1996
[22]朱文天.美国及欧洲沥青路面旧料再生技术和设备[J].交通世界,2007(4):38-39
[23]邱延峻.实现适应四川省小康社会要求的公路现代化[J].专家论坛,2003(3):1-11
[24] Recycling saves money and impact[EB/OL]. http://www.betterroads.com/articles /ju104c.html,2004.07
[25] Guideline Hot Mix Asphalt Recycling in Plant.PIARC-working group C7/8,the Netherlands,2002
[26] J.A.Epps.Guidelines for Recycling Asphalt Pavements[J].Journal of the Association of Asphalt Paving Technologists,1980.
[27]黄建跃,刘先森.谈发展沥青再生技术的几个关键问题[J].公路,2003.8:102-107
[28]李中林.现代日本概况[M].北京:北京航空航天大学出版社,2000
[29]樊统江,徐栋良,贾敬鹏,等.沥青砼路面再生技术及其在国外的发展[J].重庆交通学院学报,2007,26(3):82-86
[30]日本道路协会.日本路面废料再生利用技术指南[M].王元勋,张文魁译.北京:人民交通出版社,1990
[31] Christopher A,Lovisiari. Transportation Research Center:Foamed Recycled Asphaht Pavement: The Louisiaria Experience[J/OL] . http : //www.hwa.dot.gov/pavement /asphalt/Foamrap.html,2005-05-24
[32] Griffiths C T,Krstulovich J M Jr.Utilization of Recycled Materials in Illinois Highway Construction[J/OL],http://www.fhwa.dot.gov/pavementireeycling,2005
[33] National Asphalt Pavement Association . Reclaimed Asphalt Pavement-Material Description[EB/OL].http://www.if-hrc.gov/hnr20/recyele/waste/rapl31.htm,2002
[34] Hawaii Asphalt Paving Industry.Recycled HMA[J/0L].http://www.hawaiiaasphalt.com /HAPI/Modules/04-Pavment_types/04-Recyeled-hma.htm,2002-03
[35] National Asphalt Pavement Association . Reclaimed Asphalt Pavement-UserGuideline[EB/OL].http://www.tfhre-gov/hnr20/recycle/waste/rap131.htm,2002
[36] Anon.Environmental benefits[EB/OL].http://www.uscoldpatch.com/benefits.htm,2006
[37] Austroads.Asphalt recycling guide[M].Sydney,Australia,1997
[38] Framework Specifications for Asphalt RecycIing.1SBN 0855885297.Austroads Inc.2000
[39] Huffman,J.E.. Update on Asphalt concrete Recycling [J].Reclamation.Better roads,1998.
[40]陈启宗.工厂热法沥青混凝土路面再生技术[J].工程机械,2001(5):27~28
[41]陈惠敏.石油沥青产品手册[M].北京:石油工业出版社,2001:215~216
[42]黄晓明,吴少鹏,赵永利.沥青与沥青混合料[M].南京:东南大学出版社,2002
[43]范振华,吴道流.就地热再生技术在中国的应用[J].筑路机械与施工机械化,2002(5):34-36
[44]刘登普.高等级沥青路面再生技术及施工[J].湖南交通科技,2002(2):33-35
[45]徐培华.高等级公路路基路面养护技术[M].北京:人民交通出版社,2003:126~129
[46]丁柯,陈炳生.浅议沥青路面旧料再生利用[J].中国市政工程,2003(3):5-6
[47]蒋建飞,江瑞龄.沥青路面就地热再生技术及施工工艺研究[C].2004年全国公路沥青路面再生技术与设备研讨会论文集,厦门,2004.12
[48]曾令永,季鹏,奚丽珍,等.沥青路面现场热再牛技术在沪宁高速公路大修工程中的应用与研究[C].第二届中国国际沥青大会论文集,北海,2004.03
[49]吕思忠.现场热再生技术在山东的应用及实践[J].公路养护,2004(14):52~53
[50]胡达平.热拌再生沥青混合料应用技术研究[C].第二届中国国际沥青大会论文集.北海,2004.3
[51]谭积青.广佛高速公路沥青路面维修及沥青再生研究[J].广东公路交通,2004(1):4.16
[52]杨平.沥青路面厂拌热再生利用研究[D]:[长沙理工大学硕士学位论文].长沙:长沙理工大学,2005
[53]杨平,聂忆华,查旭东.旧沥青路面材料再生利用调查和评价[J].中外公路,2005,25(1):98-10l
[54]韩慧仙,龙水根,曹显利.旧沥青路面材料回收的试验分析[J].养护机械与施工技术,2005(6):33~34
[55]吴琰.基于均匀设计的冷再生混合料研究[J].交通科技与经济,2005(3):1~2
[56]屈朝彬,从保华,郭永辉,等.旧沥青路面现场热再生技术在石安高速公路上的应用[J].公路交通科技,应用技术版,2005(8):28~30
[57]熊巍.热再生沥青混合料路用性能试验研究[J].公路,2006(10):191~194
[58]江苏省连徐高速公路有限公司,东南大学.高速公路沥青路面车辙成因及维修技术研究报告[R].2006
[59]董平如,沈国平.京津塘高速公路沥青混凝土路面就地热再生技术[J].公路,2007(1):124~130
[60]柏丽敏,张宏国.长营高速公路沥青路面的就地热再生[J].吉林交通科技,2007(2):6~11
[61]黄晓明,等.沥青路面就地热再生施工技术手册[M].北京:人民交通出版社,2007
[62]江臣.高等级沥青路面再生技术及工程应用研究[D]:[东南大学硕士学位论文].南京:东南大学,1999
[63]周海波.高等级沥青路面就地热再生及其关键技术研究[D]:[同济大学硕士学位论文].上海:同济大学,2003
[64]杨彦海.道路再生沥青性能分析与评价[D]:[沈阳建筑工程学院硕士学位论文].沈阳:沈阳建筑工程学院.2004
[65]韩慧仙.沥青路面现场热再生技术的研究[D]:[长安大学硕士学位论文].西安:长安大学,2005
[66]卫贝尔.沥青路面热再生机组加热系统及装置的研究[D]:[长安大学硕士学位论文].西安:长安大学,2005
[67]任义军.沥青混凝土就地再生机械与施工研究[D]:[长安大学硕士学位论文].西安:长安大学,2005
[68]杜伟.沥青路面就地热再生机组铣刨与摊铺装置研究[D]:[同济大学硕士学位论文].上海:同济大学,2005
[69]刘琳琳.沥青路面就地热再生工艺研究[D]:[大连理工大学硕士学位论文].大连:大连理工大学,2005
[70]丁乐.现场热再生改性沥青路面的低温性能研究[D]:[大连理工大学硕士学位论文].大连:大连理工大学,2005
[71]江燕青.沥青路面就地热再生技术的研究[D]:[长安大学硕士学位论文].西安:长安大学硕士,2006
[72]王冲,徐世法,季节,等.再生SBS改性沥青混合料再度老化性能的研究[J].北京建筑工程学院学报.2006,22(3):20~23.
[73]余国贤.废旧沥青再生剂的实验研究[J].石油学报,2006,22(5):96-l00
[74]赵利明.SBS改性沥青路面现场热再生试验研究[D]:[大连理工大学硕士学位论文].大连:大连理工大学,2007
[75]张道义,屈言宾,赵永利.对再生沥青进行改性的可行性分析[J].石油沥青,2008,22(1):70-72
[76]耿九波.沥青老化机理及再生技术研究[D]:[长安大学硕士学位论文].西安:长安大学,2008
[77]陈涛.现场热再生沥青混合料路用性能研究[D]:[东南大学硕士学位论文].南京:东南大学,2009
[78]刘振兴.海南省现场热再生沥青路面施工工艺及质量控制研究[D].[长沙理工大学硕士学位论文].长沙:长沙理工大学,2009
[79]季节,高建立,罗晓辉等.热再生沥青混合料的配合比设计[J].公路,2004,(3):73-78
[80] Petersen J.C..Chemical Composition of Asphalt as Related to Asphalt Durability:State of the Art[J].Transportation Research Record,1984,999:13-30
[81] Mill T.,Tse D.S.,Loo B..Oxidation Pathways for Asphalt[J].Prepr.Pap.-Am.Chem.Soc.,Div. Fuel Chem.,1992,37:1367-1375
[82] Petersen J. C. Comparison of oxidation of SHRP asphalts by two different methods[J]. Fuel Sci . Technol . Int., 1993 ,11(1) :89 - 121
[83] Henington P. R., Atrick J. E, George F. A.B. Oxidation of roading asphalts[J]. Ind. Eng. Chem. Res. ,1994,33(11) :2801 - 2809
[84] Petersen J. C.. Factors affecting the kinetics and mechanisms of asphalt oxidation and the relative effects of oxidation products on age hardening[J]. Prepr. Pap. - Am. Chem. Soc.,Div. Fuel Chem.,1996,44(4) :1322 - 1344
[85] Lu Xiaohu,Ulf Isacsson.Effect of ageing on bitumen chemistry and rheology[J]. Construction and Building Materials,2002,16(1):15-22.
[86] Mahabir Panda , Mayajit Mazumdar. Utilization of Reclaimed Polyethylene in Bituminous Paving Mixes[J]. J. Mat. in Civ. Engrg,2002,14(6):527-530
[87] A.A.A. Molenaar, E. T. Hagos, and M. F. C. van de Ven. Effects of Aging on the Mechanical Characteristics of Bituminous Binders in PAC[J]. J. Materials in Civil Engrg., 2010,22(8): 779-787
[88]张倩,赵洁,史梦琪等.自然因素作用下沥青老化化学机理分析[J].西安建筑科技大学学报,2004,36(4):457—450
[89]李海军.沥青路面热再生机理及应用技术研究[D]:[东南大学博士学位论文].南京:东南大学,2005
[90]侯睿.沥青抽提方法评价与就地热再生技术研究[D]:[东南大学硕士学位论文].南京:东南大学,2006
[91]魏荣梅.道路沥青的老化与再生研究[D]:[武汉理工大学硕士学位论文].武汉:武汉理工大学,2006
[92]季节.再生沥青及其混合料路用性能的评价技术[D]:[同济大学博士学位论文].上海:同济大学,2007
[93]芦军.沥青路面老化行为与再生技术研究[D]:[长安大学博士学位论文].西安:长安大学,2008
[94]赵志军,陈明宇,吴少鹏等.沥青的老化机理与性能研究[J].建材世界,2009,30(2)
[95]李胜强.厂拌热再生沥青混合料路用性能研究[D]:[重庆交通大学硕士学位论文].重庆:重庆交通大学,2009
[96] Asphalt Institute Research Center. Performance graded asphalt binder specification and testing Superpave series, No.1(SP-1). Asphalt Institute Research Center, 1994
[97]田小革,莫一魁,郑健龙.抽提回收过程对沥青老化程度评价的影响[J].交通运输工程学报,2005,5(2):23-26
[98]熊出华,张永兴,凌天清,刘燕燕.一种新的沥青回收方法探讨[J].中外公路,2006,26(2):203-205
[99]吕伟民.沥青再生原理与再生剂的技术要求[J].石油沥青,2007,21(6):1-6.
[100] Robert Karlsson,Ulf Isacsson.Laboratory Studies Of Diffusion In Bitumen Using Markers[J]. Journal of Materials Science,2003, 38
[101] Carpenter.S.H. and J.R.Wolosick.Modifier Influence in the Characterization of Hot Mix Recycled Materials[C]. 59th Annual Meeting of the Transportation Research Board. Washington,D.C.,Jan.1980
[102] Robert Karlsson,Ulf Isacsson.Laboratory Studies Of Diffusion In Bitumen Using Markers[J]. Journal of Materials Science,2003,(38):2835-2844
[103] Robert Karlsson,Ulf lsacsson.Application of FTIR-ATR to Characterization of Bitimen Rejuvenator Diffusion[J]. Journal of Materials in Civil Engineering , 2003 ,15(2):157-165.
[104] Davidson,D.D., W.Canessa,and S.J.Escobar. Recycling of Substandard and Deteriorated Asphalt Pavements-A guideline for Design[C]. Proceeding,AAPT,1997,46
[105]黄晓明,赵永利,江臣.沥青路面再生利用试验分析[J].岩土工程学报,2001,23(4):468-471
[106]曹荣吉,陈荣生,徐正林.沥青再生剂性能评价研究[J].公路交通科技. 2007,24(3):43-45
[107] Junan Shen; Serji Amirkhanian; and Jennifer Aune Miller. Effects of Rejuvenating Agents on Superpave Mixtures Containing Reclaimed Asphalt Pavement[J]. Journal of Materials in Civil Engineering, 2007, 19(5): 376-384
[108] Soon-Jae Lee, Hakseo Kim, Chandra K. Akisetty, and Serji N. Amirkhanian. Laboratory characterization of recycled crumbrubber-modified asphalt mixture after extended aging[J]. Can. J. Civ. Eng. 2008,35: 1308–1317
[109] Soon-Jae Lee,Serji N. Amirkhanian,Bradley J. Putman. Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel PermeationChromatography[J]. J. Mat. in Civ. Engrg,2009,21(8):382-391
[110] Ayman M. Othman. Impact of Polypropylene Application Method on Long-Term Aging of Polypropylene-Modified HMA[J]. J. Materials in Civil Engrg., 2010, 22(10):1012-1018
[111] Xiang Shu,Baoshan Huang,Dragon Vukosavljevic. Evaluation of Cracking Resistance of Recycled Asphalt Mixture Using Semi-Circular Bending Test[C]. Paving Materials and Pavement Analysis (GSP 203) , Proceedings of the 2010 GeoShanghai International Conference, shanghai,ASCE,2010
[112] Elie Y. Hajj,Peter E. Sebaaly, Pratheepan Kandiah. Evaluation of the Use of Reclaimed Asphalt Pavement in Airfield HMA Pavements[J]. J. Transp. Engrg,2010, 136(3): 181-189
[113] Subhash C. Thakur,Jie Han,Wai Kiong Chong, Robert L. Parsons. Laboratory Evaluation of Physical and Mechanical Properties of Recycled Asphalt Pavement [C]. Paving Materials and Pavement Analysis (GSP 203), Proceedings of the 2010 GeoShanghai International Conference, shanghai,ASCE,2010
[114] Feipeng Xiao, Serji N. Amirkhanian. Laboratory investigation of utilizing high percentage of RAP in rubberized asphalt mixture[J]. Materials and Structures, 2010, 43:223–233
[115] FHWA.Pavement Recycling Guidelines for State and Local Government[M].1997.12
[116] NCHRP.Recommended Use of reclaimed asphalt pavement in the Superpave mix design method:technician’S manual[R]. NCHRP Report 452 , National Academy Press Washington,D.C.2001
[117] Asphalt Recycling and Reclaiming Association(ARRA). Basic asphalt recyling manual. 2001
[118] Bruee, A. Chadbourn,JameS A. Luoma. Consideration of Hot Mix Asphalt Thermal ProPerties During ComPaction. Symposium on Quality Management in asphalt Pavement Construction 5 December 1995.
[119] Standard Practice for Pavement Recycling,Departments Of the Army and The Air force,1998
[120] Davidson,D.D., W.Canessa,and S.J.Escobar. Recycling of Substandard and Deteriorated Asphalt Pavements-A Guideline for Design.Proceeding,AAPT, 1997,46
[121] Michael M.Marti,P.E. and Andrew Mielke. Synthesis of Asphalt Recycling in Minnesota Final Report. Minnesota Local Road Research Board,2002
[122] Mark Swanland,Enhancing pavement smoothness. Public roads,September 2000
[123] J.Button,D.N.Little,C.K.Estankhri.Hot In-Place Recycling of Asphalt Conctete,inNCRHRP Synthesis of Highway Practice 193,TRB,National Research Council,Washington,DC,1994
[124] Larry Flynn. Philophical asphalt. Road and Bridges,May 2000
[125]中华人民共和国行业标准.沥青路面设计规范(JTG D50-2006) [S].北京:人民交通出版社,2006
[126]中华人民共和国行业标准.公路沥青路面养护技术规范(JTJ 073.2-2001) [S].北京:人民交通出版社,2001
[127]中华人民共和国行业标准.公路工程沥青及沥青混合料试验规程(JTJ052-2000) [S].北京:人民交通出版社,2000
[128]中华人民共和国行业标准.交通部公路科学研究所[S].公路工程集料试验规程(JTJ 058-2000).北京:人民交通出版社,2000
[129]中华人民共和国行业标准.公路沥青路面施工技术规范(JTG F40-2004) [S].北京:人民交通出版社,2004
[130] Rebecca S. McDaniel, Hamid Soleymani, R. Michael Anderson,et al.Recommended Use of Reclaimed Asphalt Pavement in the Superpave Mix Design Method[R].NCHRP Web Document 30(Project D9-12): Contractor’s Final Report,October 2000
[131]侯睿,李海军,黄晓明.路面旧沥青回收及其影响因素的试验分析[J].公路,2005,4: 170-172
[132]沈金安.沥青及沥青混合料路用性能[M].北京:人民交通出版社,2000:494
[133] SHRP-A/IR-89-004.Summary Report on Aging of Asphalt-Aggregate Systems
[134]张正端,邵洪福.蒸馏基本原理与操作[M].北京:燃料化学出版社,1973.06:1-4,11-12
[135]穆光照.实用溶剂手册[M].上海:上海科学技术出版社,1990.09:108-110
[136] Hamid R S. Viscoelastic Characterizalion of Blended Binders for Asphalts Pavements Recycljng[D]. Doctor of Philosophy in the Department of Civil Engineering Univerisity of Saskatchewan Saskatoon,Canada,1998
[137] Annual Book of ASTM Standards,Standard Practice For Classifying Hot-Mix Recycling Agent,2001
[138]雒泽华.沥青路面再生技术在我国的发展应用.建设机械技术与管理,2007,11(10):25-28
[139]吕伟民,严家伋.沥青路面再生技术.北京:人民交通出版社,1989. 100-102
[140]严家汲.道路建筑材料[M].北京:人民交通出版社,2001.02:27-31
[141]薛小刚.沥青混合料级配优化及配合比设计方法研究[D]:[长安大学硕士学位论文].西安:长安大学, 2005
[142]美国地沥青协会著,美国沥青再生指南[M]深圳海川工程科技有限公司译..2006.01:65-79
[143] Ford M C.Pavement densification related to asphalt mix characteristics[R].1988 Annual Meeting of the Transportation Research Board. Washington D.C.: Transportation Rese- arch Beard, 1988
[144] Bensa N K, Reynaldo R, Mang T, et a1.Evaluation of VMA and other volumetric pro- perties as criteria for the design and acceptance of Superpave mixtures[C].Clearwater Beach Florida:AAPT,2001,38-69
[145] Epps J,Monismith C L,Seeds S B,et a1.Westrack performance interim findings[C]. Boston: APT, Vol.67, 1998:738-777
[146]孙立军,张宏超,刘黎萍等.沥青路面初期损坏特点和机理分析[J].同济大学学报:自然科学版,Vol.30 No.4, 2002:416
[147]彭勇,孙立军.空隙率对沥青混合料性能影响[J].武汉理工大学学报(交通科学与工程版) Vol.33 No.5, 2009.10:869-829
[148]卢亮,王端宜,詹小丽.沥青混合料空隙率与抗车辙性能临界关系研究[J].公路, No.12, 2008.12:183-188
[149]李立寒,曹林涛,郭亚兵等.初始空隙率对沥青混合料性能影响的试验研究[J].同济大学学报(自然科学版),Vol.34 No.6, 2006.06:757-760
[150]浙江兰亭高科有限公司,四川省交通厅公路规划勘察设计院.沥青路面现场热再生利用关键技术研究[R].西部交通建设科研项目,2007.11
[151]邓学钧.路基路面工程[M].北京:人民交通出版社,2002.02:5-7,311-312
[152] Cooley AL,Kandhal PS.Evaluation of asphalt pavement analyzer as a tool to predict rutting [C].Proceedings of the 9th International Conference on Asphalt Pavement. Copenhagen: International Society of Asphalt Pavement, 2002
[153]吴平,崔鹏,谢军.APA沥青混合料疲劳性能试验研究[J].中外公路,Vol. 23 No.1, 2003:1-4
[154]张俊标,王绍怀,张肖宁.APA评价再生沥青混合料路用性能[J].石油沥青,Vol. 18 No.2, 2004:7-10
[155]耿九光,戴经梁,陈忠达.热再生沥青混合料低温抗裂性能全程评价[J].武汉理工大学学报(交通与科学工程版) Vol.32 No.6, 2008.12:1030-1032
[156] Stroup-Gardiner M., Wagner, C.Use of RAP in Superpave HMA Applications[R].Subm- itted for publication in Transportation Research Record, 1999
[157] Noureldin A.S., Wood L.E.Laboratory Evaluation of Recycled Asphalt Pavement Using Nondestructive Tests[R].Transportation Research Record-1269, 1990:92-100
[158] Michael S.Sondag, Bruce A. Chadbourn, Andrew Drescher.Investigation Of Recycled Asphalt Pavement(RAP) Mixtures[R].Minnesota Department of Transportation Office of Research Services,2002.
[159] Paul, H.R.Evaluation of Recycled Projects for Performance [J].Journal of the Association of Asphalt Paving Technologists, 1996,65:231
[160]张玉芳,李晓明,栗培龙.再生沥青混合料的旧料掺配率研究[J].公路交通科技, 2008,25(4):102-104
[161] Kevin D.Stuart, Walaa S.Validation of the Superpave Asphalt Binder Fatigue Cracking Parameter Using the FHWA's Accelerated Loading Facility [M]. Association of Asphalt Paving Technologists,Vol.71,2002:116～146
[162] Pedro Romero, Kevin D.Stuart,Walla Mogawer.Fatigue Response of Asphalt Mixtures Tested by the Federal Highway Administration’s Accelerated Loading Facility[M]. Association of Asphalt Paving Technologists, Vol.69, 2000:212-235
[163] G M.Rose, S.F.Brown.Validation of the Fatigue Performance of Asphalt Mixtures with Small Scale Whell Tracking Experiments Association of Asphalt Paving Technologists [M], 1997, Vol.66:231-235
[164] W.Van Dijk. Practical Fatigue Characterization of Bituminous Mixes [M]. Association of Asphalt Paving Technologists,Vol.44,1975:37～74
[165]王旭东.沥青路面材料动力特性与动态参数[M].北京:人民交通出版社, 2002.01:82-106
[166]彭波,李文瑛,危拥军.沥青混合料材料组成与特性[M].北京:人民交通出版社, 2007.09:144-157
[167] WEN Haifeng. Fatigue Performance Evaluation of WesTrack Asphalt Mixtures Based on Viscoelastic Analysis of Indirect Tensile Test [D].Raleigh: North Carolina State University, 2001
[168]许志鸿,李淑明,高英等.沥青混合料疲劳性能研究[J].交通运输工程学报,2001,1(1):20-24
[169]黄仰贤著,余定选,齐诚译.路面分析与设计[M].北京:人民交通出版社,1998: 236
[170]刘峰,李宇峙,黄云涌.沥青混合料疲劳试验中两种控制模式的选择分析[J].中外公路, 2005,25(4):192-195
[171]谢军,郭忠印.沥青混合料疲劳响应模型试验研究[J].公路交通科技,Vol.24 No.5, 2007.05:21-25
[172]张靖娜,朱希岭,张肖宁.沥青混合料疲劳损伤的研究[J].哈尔滨建筑大学学报, 1997,30(5): 106-111
[173]虞将苗.沥青混合料疲劳性能研究[D]:[华南理工大博学士学位论文].广州:华南理工大学,2005
[174]陈定.TLA改性沥青混合料疲劳性能研究[D]:[长沙理工大学硕士学位论文.长沙:长沙理工大学硕士论文, 2008
[175]刘先淼,王树林.热再生沥青路面耐久性述评[J].中外公路,2003,23(10):45-23
[176] Cooley AL,Kandhal PS.Evaluation of asphalt pavement analyzer as a tool to predict rutting [C].Proceedings of the 9th International Conference on Asphalt Pavement. Copenhagen: International Society of Asphalt Pavement, 2002
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