参考文献
［1］付巧云.道路建筑材料［M］.北京：机械工业出版社，2013.
［2］夏剑峰.道路建筑材料［M］.北京：机械工业出版社，2017.
［3］Dijkstra J J，H A van der Sloot，R N J Comans，Process identification and model development of contaminant transport in MSWI bottom ash［J］.Waste Management，2002，22（5）：531-541.
［4］Eldin N N，Huber W C.Final Report，Volume Ⅱ，Phases I and Ⅱ Methodology，Laboratory Results and Model Development［R］.Washington，DC：Transport Research Board—National Research Council，2000.
［5］Enviroment Agency.Leaching characteristics—determination of the leaching of inorganic components from moulded or monolithic materials with the diffusion test—solid earthy and stony materials：EA NEN 7375［S］.Netherland，2004.
［6］Reid J M，Evans R D，Holnsteiner R，et al.ALT-MAT：Alternative materials in road construction［R］.Final report No.WP6.TRL.003.Project funded by the European Commission under the transport RTD Programme of the 4th Framework Programme，2001.
［7］UK Environment Agency.Netherlands Normalisation Institute Standard［R］.（Available in English translation as EA NEN 7375：2004 from the）.2004：26.
［8］Nelson P O，Huber W C，Eldin N N，et al.Environmental impact of construction and repair materials on surface and ground water.summary of methodology，laboratory results and model development［R］.NCHRP Report 448.Washington，DC：Transport Research Board—National Research Council，2001.
［9］Nelson P O，Lundy J R，Huber W C，et al.Final Report，Volume Ⅲ：Phase Ⅲ Methodology，Laboratory Results，and Model Development［R］.Washington，DC：NCHRP Transport Research Board—National Research Council，2000.
［10］Nelson P O，Azizian M F，Thayumanavan P，et al.Laboratory Protocols，for Leaching and Removal，Reduction and Retardation Test Methods［R］.Washington，DC：Transport Research Board—National Research Council，2000.
［11］Nelson P O，Williamson K J，Azizan M F，et al.Environmental impact of construction and repair materials on surface water and groundwater：screening and methodology［R］.Transportation Research record 1743，2001.
［12］Thayumanavan P，Nelson P O，Azizan M F，et al.Environmental impact of construction and repair materials on surface and groundwater：detailed evaluation of waste-amended highway materials［R］.Transportation Research record 1743，2001.
［13］Standards Policy and Strategy Committe Characterization of Waste-Methodology guideline for the determination of the leaching behaviour of waste under specified conditions BS ēN 12920［S］.U.K.，2005.
［14］Hjelmar O，H A van der Sloot，D Guyonnet，et al.Development of acceptance criteria for landfilling of waste.An approach based on impact modelling and scenario calculations［C］.Proceedings of the 8th Waste Management and Landfill Symposium.T.H.Christensen，R.Cossu and R.Stegmann，2001，3：711-721.
［15］Abbott J，Coleman P，Howlett L，et al.Environmental and Health Risks Associated With the Use of Processed Incinerator Bottom Ash in Road Construction［R］.BREWEB，UK.Report AEAT/ENV/R/0716.Available from：www.yumpu.com/en/document/view/7498512/brewebreport-environmental-and-health-metro-vancouver，2003.
［16］ACI 229R-99，Controlled Low-Strength Materials［R］.Farmington Hills：American Concrete Institute，2005.
［17］Ahmed A T，Khalid H A，Ahmed A A，et al.A lysimeter experimental study and numerical characterisation of the leaching of incinerator bottom ash waste［J］.Waste Management，2010，30（8-9），1536-1543.
［18］Aberg A，Kumpiene J，Ecke H.Evaluation and prediction of emissions from a road built with bottom ash from municipal solid waste incineration（MSWI）［J］.Science of the Total Environment，2006，355（1-3），1-12.
［19］Bendz D，Suer P，Sloot H，et al.2009.Modelling of Leaching and Geochemical Processes in an Aged MSWIBA Subbase Layer.Värmeforsk，Stockholm，Sweden.
［20］Bruder-Hubscher V，Largarde F，Leroy M J F，Coughanowr C and Enguehard F.Utilisation of bottom ash in road construction：a lysimeter study.Waste Management&Research，2001b，19（6），557-566.
［21］Badreddine R，François D.Assessment of the PCDD/F fate from MSWI residue used in road construction in France［J］.Chemosphere，2009，74（3）：363-369.
［22］Chandler A J，Eighmy T T，Hartlen J，et al.Municipal solid waste incinerator residues［M］.Studies in Environmental Science 67，1997.
［23］Chen J，Chu P，Chang J，et al.Engineering and environmental characterization of municipal solid waste bottom ash as an aggregate substitute utilized for asphalt concrete［J］.Journal of Materials in Civil Engineering，2008，20（6）：432-439.
［24］De Windt L，Dabo D，Lidelow S，et al.MSWI bottom ash used as basement at two pilot-scale roads：comparison of leachate chemistry and reactive transport modeling［J］.Waste Management，2011，31（2）：267-280.
［25］Dhir R K，Dyer T D，Halliday J E，et al.Value-added recycling of incinerator ashes［R］.Dundee：Concrete Technology Unit，2002.
［26］Eighmy T T，Crimi D，Whitehead I E，et al.The Influence of monolith physical properties and integrity on diffusional leaching behavior of asphaltic pavements constructed with MSW combustion bottom ash［J］.Studies in Environmental Science，1997，71：125-147.
［27］Ecke H，Aberg A.Quantification of the effects of environmental leaching factors on emissions from bottom ash in road construction［J］.Science of the Total Environment，2006，362（1-3）：42-49.
［28］EN-14227-1.Hydraulically Bound Mixtures［R］.Specifications.Cement Bound Granular Mixtures.Comité Européen de Normalisation（CEN），Brussels，Belgium，2013.
［29］François D，Pierson K.Environmental assessment of a road site built with MSWI residue［J］.Science of the Total Environment，2009，407：5949-5960.
［30］Flyhammar P，Bendz D.Leaching of different elements from subbase layers of alternative aggregates in pavement constructions［J］.Journal of Hazardous Materials，2006，137（1）：603-611.
［31］Gress D，Zhang X，Tarr S，et al.Physical and environmental properties of asphalt-amended bottom ash［J］.Transportation Research Record，1992，1345：10-18.
［32］Hathaway R，Hornby S.Collecting the Evidence to Support Incinerator Bottom Ash Aggregate（IBAA）Regulation［J］.Presentation to the EQual Programme，2013.
［33］Hjelmar O，Holm J，Crillesen K.Utilisation of MSWI bottom ash as sub-base in road construction：first results from a large-scale test site［J］.Journal of Hazardous Materials，2007，139（3）：471-480.
［34］Huang C M，Chiu C T，Li K C，et al.Physical and environmental properties of asphalt mixtures containing incinerator bottom ash［J］.Journal of Hazardous Materials，2006，137（3）：1742-1749.
［35］Hu Y，Li G，Zhong Y.Utilization of municipal solid waste incineration bottom ash as road construction materials.In：International Conference on Mechanic Automation and Control Engineering（MACE），2010.IEEE，Wuhan，China.
［36］Izquierdo M，López-Soler Á，Vazquez Ramonich E，et al.Characterisation of bottom ash from municipal solid waste incineration in Catalonia［J］.Journal of Chemical Technology&Biotechnology，2002，77（5）：576-583.
［37］Izquierdo M，Querol X，Josa A，et al.Comparison between laboratory and field leachability of MSWI bottom ash as a road material［J］.Science of the Total Environment，2008，389（1）：10-19.
［38］Izquierdo M，Querol X，Josa A，et al.Comparison between laboratory and field leachability of MSWI bottom ash as a road material［J］.Science of the Total Environment，2008，389（1）：10-19.
［39］Lam C H K，Ip A W M，Barford J P，et al.Use of incineration MSW ash：a review［J］.Sustainability，2010b，2（7）：1943-1968.
［40］Olsson S，Kärrman E，Gustafsson J P.Environmental systems analysis of the use of bottom ash from incineration of municipal waste for road construction［J］.Resources，Conservation and Recycling，2006，48（1）：26-40.
［41］Shieh C S，Kalajian E H，Cosentino P，et al.Use of MWC combined ash for highway embankment application.In：Proceedings of the 6th Annual North American Waste-to-Energy Conference（NAWTEC 6）.Florida，USA，1998.
［42］Sormunen L A，Rantsi R.To fractionate municipal solid waste incineration bottom ash：key for utilisation［J］.Waste Management&Research，2015，33（11）：995-1004.
［43］Todorovic J，Ecke H.Demobilisation of critical contaminants in four typical waste-to-energy ashes by carbonation［J］.Waste Management，2006，26（4）：430-441.
［44］Paine K A，Dhir R K，Doran V P A.Incinerator bottom ash：engineering and environmental properties as a cement bound paving material［J］.International Journal of Pavement Engineering，2002，3（1）：43-52.
［45］Triffault-Bouchet G，Clément B，Blake G.Ecotoxicological assessment of pollutant flux released from bottom ash reused in road construction［J］.Aquatic Ecosystem Health&Management，2005，8（4）：405-414.
［46］Toraldo E，Saponaro S.A road pavement full-scale test track containing stabilized bottom ashes［J］.Environmental Technology，2015，36（9）：1114-1122.
［47］Toraldo E，Saponaro S，Careghini A，et al.Use of stabilized bottom ash for bound layers of road pavements［J］.Journal of Environmental Management，2013，121：117-123.
［48］USEPA.Toxicity Characteristic Leaching Procedure：EPA Method 1311［S］.Environmental Protection Agency，Washington：1990.
［49］Valle-Zermeño R，Formosa J，Prieto M，et al.Pilot-scale road subbase made with granular material formulated with MSWI bottom ash and stabilized APC fly ash：environmental impact assessment［J］.Journal of Hazardous Materials，2014a，266：132-140.
［50］Valle-Zermeño R，Chimenos J，Giró-Paloma et al.Use of weathered and fresh bottom ash mix layers as a subbase in road constructions：environmental behavior enhancement by means of a retaining barrier［J］.Chemosphere，2014b，117：402-409.
［51］Zhen Guangyin，Zhou Haiyan，Zhao Tiantao et al.Performance appraisal of controlled lowstrength material using sewage sludge and refuse incineration bottom ash［J］.Chinese Journal of Chemical Engineering，2012，20（1）：80-88.
［52］Zhen Guangyin，Lu Xueqin，Zhao Youcai et al.Characterization of controlled low-strength material obtained from dewatered sludge and refuse incineration bottom ash：mechanical and microstructural perspectives［J］.Journal of Environmental Management，2013，129：183-189.
［53］Yan D Y S，Tang I Y，Lo I M C.Development of controlled low-strength material derived from beneficial reuse of bottom ash and sediment for green construction［J］.Construction and Building Materials，2014，64：201-207.