参考文献
参考文献
［1］ Collins R J，Ciesielski S K，Mason L S.Recyling and use of waste materials and by-products in highway construction：a synthesis of highway practice［R］.Springfield，VA：National Academy Press，1994.
［2］ European Union.EuroStat regional yearbook 2010［R］.Luxembourg：Publications Office of the European Union，2010.
［3］ Pietersen H S.Application of recycled aggregates in the European concrete industry-its current status and future outlook［R］.Delft：Delft University of Technology，1999.
［4］ United States Environmental Protection Agency，MSW generation and recycling rates，1960-2013［R］.2015.
［5］ Bunge R.Recovery of metals from waste incinerator bottom ash［R］.Switzerland：Institut für Urnwelt and Verfahrenstechnik UMTEC，2015.
［6］ Sampaio C H，Cazacliu B G，Miltzarek G L，et al.Stratification in air jigs of concrete／brick／gypsum particles［J］.Construction and Building Materials，2016（109）：63-72.
［7］ Weihong XING.Quality improvement of granular secondary raw building materials by separation and cleansing techniques［D］.Delft：Delft University of Technology，2004.
［8］ Choudhary J，Kumar B，Gupta A.Effect of filler on the bitumen-aggregate adhesion in asphalt mix［J］.International Journal of Pavement Engineering，2018：1-9.
［9］ Reid J M，Evans R D，HoInsteiner R.Alternative materials in road construction［R］.Deliverable D7，Version 2.1，2001.
［10］ Pádraic Mac Giolla Bhríde，Evaluation of the potential expansion mechanisms of bottom ash in unbound sub-base materials［D］.Dundee：Univesity of Dundee，2015.
［11］ SelFrag-Lab.SelFrag-Lab laboratory fragmentator［Z］.SelFrag-Lab Brochure，2006.
［12］ University of Nottingham.Construction with unbound road aggregates in Europe［C］.Road&Transport Research，1999.
［13］ 中华人民共和国交通运输部.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，2005.
［14］ Baldwin G，Addis R，Clark J，et al.Use of industrial by-products in road construction-water quality effect［R］.London：CIRIA，1997.
［15］ Brannon J M，Tommy E M，Barbara A T.Leachate testing and evaluation for freashwater sediments［R］.Vicksburg：US Army Corps of Enginneers Waterways Experiment Station，1994.
［16］ Kosson D S，Van der Sloot H，Sanchez F，et al.An integrated framework for evaluating leaching in waste management and utilization of secondary materials［J］.Environment Engineering and Science，2002，19（3）：159-204.
［17］ Muchova L.Wet physical separation of MSWI bottom ash［M］.Wageningen：Ponsen&Looijen，2010.
［18］ Bradbury S A.Passive dust control for steel mills-control dust without the use of baghouses or suppression［C］.AISTech 2006 Proceedings—VolumeⅡ，2006：1145-1151.
［19］ Sunthonpagasit N，Duffey M R.Scrap tires to crumb rubber：feasibility analysis for processing facilities［J］.Resources，Conservation and Recycling，2004，40（4）：281.
［20］ Thomas M H，Dhaniyala S，Philip L H.Fugitive dust emissions：development of a real-time monitor［R］.Potsdam：Clarkson University，2011.
［21］ Sloot H A Vander，Dijkstra JJ.Development of horizontally standardized leaching tests for construction materials：a material based or release based approach？Identical leaching mechanisms for different materials［R］.ECN-C-04-060，2004.
［22］ Advanced Asphalt Technologies，LLC.A Manual for design of hot mix asphalt with commentary［R］.Washington，D.C.：National Cooperative Highway Research Program，2011.
［23］ Julia G G，Desirée R R，et al.Pre-saturation technique of the recycled aggregates：solution to the water absorption drawback in the recycled concrete manufacture［J］.Matierals，2014，7（9）：6224-6236.
［24］ Gy P.Sampling of particulate material：theory and practice［M］.Amsterdam：Elsevier，1982.
［25］ 李晓东，陆胜勇，徐旭，等.中国部分城市生活垃圾热值的分析［J］.中国环境科学，2001，21（2）：156-160.
［26］ Meima J A，Comans N J.Geochemical modeling of weathering reactions in municipal solid waste incinerator bottom ash［J］.Environmental Science and Technology，1997，31（5）：129-1276.
［27］ Mashaan N S，Karim M R.Waste tyre rubber in asphalt pavement modification［J］.Materials Research Innovations，2014（6）：6-9.
［28］ Parvini M.Pavement deflection analysis using stochastic finite element method［D］.Hamilton：Mc Master University 1997.
［29］ Ferrari S，Belevi H，Baccini P.Chemical speciation of carbon in municipal solid waste incinerator residues［J］.Waste Management，2002（3）：303-314.
［30］ West R，Willis J R，Marasteanu M.Improved mix design，evaluation，and materials management practices for hot mix asphalt with high reclaimed asphalt pavement content［R］.Auburn：National Center for Asphalt Technology，2013.
［31］ 夏溢，章骅，邵立明，等.生活垃圾焚烧炉渣中有价金属的形态与可回收特征［J］.环境科学研究，2017，30（4）：586-591.
［32］ 过震文，李立寒，胡艳军，等.生活垃圾焚烧炉渣资源化理论与实践［M］.上海：上海科学技术出版社，2019.
［33］ 江苏省交通科学研究院.沥青路面再生技术的调查研究［R］.2002.
［34］ 江苏省交通科学研究院.橡胶改性沥青在高速公路上的应用研究［R］.2007.
［35］ Kandhal P S，Mallick R B.Pavement recycling guidelines for state and local goverments：paticipant's reference book［R］.Auburn：National Center for Asphalt Technology，1998.(https://www.daowen.com)
［36］ Asphalt Recycling and Reclaiming Association.［M］.Annapolis：2001.
［37］ Mcdaniel R，Anderson R M.Recommended use of reclaimed asphalt pavement in the superpave mix design method：technician's manual［M］.National Cooperative Highway Research Program，2001.
［38］ National Asphalt Pavement Association.Recycling hot mix asphalt pavements［R］.Information Series 123，2007.
［39］ McDaniel R S，Anderson R M.Recommended use of reclaimed asphalt pavement in the superpave mix design method：guidelines［R］.NCHRP Research Results Digest 253，TRB 2001，3，Washington，D.C.：National Academy Press，2000.
［40］ Stephen A C.Determination of ndesign for CIR mixtures using the superpave gyratory compactor［R］.RMRC Research Project No.15 Final Report，2002.
［41］ 廖明义，李雪，等.“力化学”原理制备废橡胶粉改性沥青的研究［J］.石油沥青，2005，19（1）：16-20.
［42］ State of California Department of Transportation，Use of Scrap Tire Rubber，2005.
［43］ 赵可，原健安.聚合物改性沥青流体流变性及改性剂的亚微观形态［J］.中国市政工程，2001（4）：4-7.
［44］ 孔宪明，张小英.废胶粉改性沥青的柔度与粘度［J］.化学建材，2004（6）：39-41.
［45］ 孔宪明，王陆.废胶粉改性沥青的应用实践［J］.新型建筑材料，2001（11）：32-33.
［46］ 叶智刚，张玉贞.废胶粉改性沥青溶解度的判别与比较［J］.中国建筑防水，2004（12）：14-17.
［47］ 陈蛋，陈斌，等.近红外光谱分析法测定菜籽油中芥酸的含量［J］.农业工程学报，2007（1）：234-237.
［48］ 杨素，杨苏平，周正亚.红外光谱法对聚烯烃中抗氧剂1010的定性、定量研究［J］.红外，2007（2）：40-43.
［49］ Colfof W.各种橡胶对石油沥青性质的影响［R］.同济大学道路教研室，1958.
［50］ King G，King H，Harder O，et al.“Influence of Asphalt Grade and Polymer Concentration on the High Temperature Performance of Polymer M odified Asphalt”.AAPT，1992，73：196-210.
［51］ 李智慧，谭忆秋，周兴业.沥青胶浆高低温性能评价体系的研究［J］.石油沥青，2005，19（5）：15-18.
［52］ Potgieter CJ，Visser，A.Bitumen rubber chip and spray seals as used in south africa［C］.AR2003，2003.
［53］ California Department of Transportation Flexible pavement rehabilitation manual［R］.Sacramento，2001.
［54］ Potgieter CJ，Coetsee JS.Design and construction procedures in south africa［C］.AR2003，2003.
［55］ Charania E，Cano J O，Schnormeier R H.A twenty year study of asphalt rubber pavements in the city of phoenix，Arizona［J］.Transportation Research Record，1991.
［56］ Hicks R J，Epps J A.Quality control for asphalt rubber binders and mixes［J］.AR2000，Portugal，November 2000.
［57］ Shatnawi S.Performance of asphalt rubber mixes as thin overlays［C］.Vilamoura：AR2000，2000.
［58］ Transportation Research Board.Hot-mix asphalt paving handbook 2000［M］.Washington D.C.：National Research Council，2000.
［59］ American Society of Testing and Materials，D8 standard terminology relating to materials for roads and pavements in Vol.4.03，road and paving materials；vehicle-pavement systems，Annual Book of ASTM Standards 2001［S］.West Conshohocken：ASTM，2001.
［60］ Florida Department of Transportation.Florida method of test for measurement of water permeability of compacted asphalt paving mixtures FM 5-565［S］.2003.
［61］ Watson D E，Cooley L A，Moore K A，et al.Laboratory performance testing of OGFC mixtures［R］.Annual Meeting of the Transportation Research Board，2004.
［62］ Way G B.OGFC meets CRM，where the rubber meets the rubber，12 years of durable success［C］.Portugal：AR2000，2000.
［63］ Johnston A，Gavin J，Palsat D.An evaluation of the permeability characteristics of superpave coarse mixtures in alberta［C］.Proceedings of the Canadian Technical Asphalt Association，2001.
［64］ Hicks R G，Lundy J R，Leahy R B，et al.Crumb rubber modifiers（CRM）in asphalt pavements：summary of practices in Arizona，California and Florida［R］.FHWA，1995.
［65］ Way，George B.Flagstaff I-40 Asphalt rubber overlay project nine years of success［C］.78th Annual Meeting of the Transportation Research Board，2000.
［66］ Kaloush K E，Zborowski A，Sotil A.Performance evaluation of arizona asphalt rubber mixtures in alberta［R］.Tempe Arizona State University，2003.
［67］ Kaloush K E，Witczak M W，Sotil A，et al.Laboratory evaluation of asphalt rubber mixtures using the dynamic modulus（E*）test.Washington，D.C.：2003 Annual Transportation Research Board Meeting，2003.
［68］ Visser A T，Verhaeghe B.Bitumen-rubber：lessons learned in South Africa［C］.Vilamoura：Asphalt Rubber 2000，2000.
［69］ Vyncke J，Vrijders J.Recycling of C&D Waste in Belgium：state-of-the-art and opporeunities for technology transfer［R］.Brussel：Belgian Building Research Institute，2000.
［70］ Mulders L.High quality recycling of construction and demolition waste in the Netherlands［D］.Utrecht：Utrecht University，2013.