废旧PE高模量沥青混合料特性研究
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摘要
本研究采用废旧PE制备出了高模量沥青混合料。通过力学性能试验和动稳定度等试验,研究了各沥青混合料的性能特点,通过数据分析和对比,废旧PE高模量沥青混合料具有优良的综合性能。
In this study, high modulus asphalt mixture was prepared from waste PE. Through the mechanical properties test and dynamic stability test, the performance characteristics of each asphalt mixture were studied. Through data analysis and comparison, the waste PE high modulus asphalt mixture has excellent comprehensive performance.
In this study, high modulus asphalt mixture was prepared from waste PE. Through the mechanical properties test and dynamic stability test, the performance characteristics of each asphalt mixture were studied. Through data analysis and comparison, the waste PE high modulus asphalt mixture has excellent comprehensive performance.
引文
[1] Corte, J. Development and Uses of Hard-Grade Asphalt and of HighModulus Asphalt Mixes in France. Transportation Research Circular No. 503. Transportation Research Board, Washington, D.C., 2001.
[2]沙爱民,周庆华,杨琴.高模量沥青混凝土材料组成设计方法[J].长安大学学报(自然科学版),2009, 29(3):1-5.
[3] NF P98-140–Couches dassises:enrobésàmoduleélevé(EME),lAssociation Fran?ais de Normalisation(AFNOR), Paris, LaDefense,1999.
[4] European standard(French standard). Bituminous mixturesMaterial specification-Part 1:Asphalt concrete, NF EN 13108-1:2007.
[5] Nunn, M.E. and T. Smith, Road Trials of high modulus base for heavily trafficked roads”, Transport Research Laboratory Project Report PR231, Crowthorne, 1997.
[6] Sanders, P. J. and M. Nunn,“The application of EnrobéàModuleélevéin flexible pavements”, Transport Research Laboratory, TRL Report 636, 2005
[7] South African Bitumen Association(Sabita),“Sabita Council approves funding to implement High Modulus Asphalt(HiMA)technology for South African conditions”, Asphalt News, Sabita, Volume 22, Issue 3,November 2008.
[8]丁小军,柴福斌,李刚等.高模量沥青混合料在阿尔及利亚东西高速公路上的应用[J].中外公路,2009, 29(4):198-301.
[9]孟勇军.不同嵌段比的SBS改性沥青流变性能研究[D].哈尔滨工业大学博士学位论文,2008:36-38.
[10] Yunquan,Liu, Xinhua,Fan, Huaizhi,Zhang. Development and Evaluation of the Hard-grade Asphalt[J].Journal of Material in Civil Engineering, v22,n8,p 800-805, June 2010.
[2]沙爱民,周庆华,杨琴.高模量沥青混凝土材料组成设计方法[J].长安大学学报(自然科学版),2009, 29(3):1-5.
[3] NF P98-140–Couches dassises:enrobésàmoduleélevé(EME),lAssociation Fran?ais de Normalisation(AFNOR), Paris, LaDefense,1999.
[4] European standard(French standard). Bituminous mixturesMaterial specification-Part 1:Asphalt concrete, NF EN 13108-1:2007.
[5] Nunn, M.E. and T. Smith, Road Trials of high modulus base for heavily trafficked roads”, Transport Research Laboratory Project Report PR231, Crowthorne, 1997.
[6] Sanders, P. J. and M. Nunn,“The application of EnrobéàModuleélevéin flexible pavements”, Transport Research Laboratory, TRL Report 636, 2005
[7] South African Bitumen Association(Sabita),“Sabita Council approves funding to implement High Modulus Asphalt(HiMA)technology for South African conditions”, Asphalt News, Sabita, Volume 22, Issue 3,November 2008.
[8]丁小军,柴福斌,李刚等.高模量沥青混合料在阿尔及利亚东西高速公路上的应用[J].中外公路,2009, 29(4):198-301.
[9]孟勇军.不同嵌段比的SBS改性沥青流变性能研究[D].哈尔滨工业大学博士学位论文,2008:36-38.
[10] Yunquan,Liu, Xinhua,Fan, Huaizhi,Zhang. Development and Evaluation of the Hard-grade Asphalt[J].Journal of Material in Civil Engineering, v22,n8,p 800-805, June 2010.