改性沥青适用性的经济分析
摘要
为探讨改性沥青的经济适用性,利用标定后的美国力学经验路面设计指南(MEPDG)损伤模型对传统沥青混合料和改性沥青混合料实现路用性能模拟和寿命预估,之后运用蒙特卡罗方法完成寿命周期费用分析。结果表明:结合MEPDG路面性能模拟和寿命周期费用分析所得到的评估结论与现有文献中由试验路所得出的结论有较好的一致性;在给定的条件下,改性沥青方案的寿命周期费用较低。在此基础上,从经济分析的角度建议了改性沥青的适用场合。
出处
《公路》
北大核心
2012年第4期209-214,共6页
Highway
参考文献9
-
1Asphalt Institute. Quantification of the Effects of Polymer-Modified Asphalt for Reducing Pavement Distress,Engineering Report 215,ER-215[R].Lexington,Kentucky:The Asphalt Institute,2005.
-
2Bahia H U,D I Hanson,M Zeng,H Zhai,M A Khatri,R M Anderson. Characterization of Modified Asphalt Binders in Superpave Mix Design,National Cooperative Highway Research Program,Transportation Research Board,National Research Council,NCHRP Report 459[R].Washington,DC.:National Academy Press,2001.
-
3Hugo F,Epps A. Significant Findings from Full-Scale Accelerated Pavement Testing-A Synthesis of Highway Practice[M].Washington,DC.:Transportation Research Board,2004.
-
4Kuennen T. Polymer-Modified Asphalt Comes of Age[J].USA:Randall-Reilly Publishing Better Roads Magazine,2005,(11).
-
5Archilla A R. Effect of Polymer Modified Asphalt Binders on The Performance of Asphalt Concrete Mixes Used in Hawai' I,Final Report to HDOT[R].Honolulu,Hawai' i.:The University of Hawai'i at Manoa,2008.
-
6Luis G Diaz,Adrian R Archilla. Effect of Laboratory Data Range Selection in Permanent Deformation Characterization of Asphalt Mixtures[J].Journal of the Transportation Research Board,2008,(2057):126-133.
-
7Shuangjie You,Adrián R Archilla. IRI Trends of Hawaiian Highways:A Preliminary Study[A].USA:ASCE,2010.3928-3936.
-
8Adrian R Archilla,Letizia de Lannoy Kobayashi,Luis G Diaz. Using permanent deformation tests and the MEPDG to quantify permanent deformation improvements from modified binders[J].Annual Journal of the Association of Asphalt Pavement Technologists,2009.
-
9游双杰,黄超.利用修正的MEPDG损伤模型进行混合料服务寿命模拟和对比[J].公路,2011,56(4):152-155. 被引量：2
二级参考文献11
-
1Asphalt Institute. Quantification of the Effects of Pol- ymer-Modified Asphalt for Reducing Pavement Dis- tress[R]. Engineering Report 215, ER-215, The As- phalt Institute, Lexington, Kentucky, 2005.
-
2Bahia H U, Hanson D I, Zeng M,Zhai H, Khatri M A, Anderson R M. Characterization of Modified As- phalt Binders in Superpave Mix Design[R], NationalCooperative Highway Research Program, Transporta- tion Research Board, National Research Council, NCHRP Report 459, National Academy Press, Wash- ington, DC,2001.
-
3Hugo F, Epps A. Significant Findings from Full-Scale Accelerated Pavement Testing-A Synthesis of High- way Practice[R]. NCHRP Synthesis 325, Transporta- tion Research Board, Washington, DC,2004.
-
4Kuennen,T. Polymer-Modified Asphalt Comes of Age [J]. Better Roads Magazine, November, 2005, 75, (11) : 70.
-
5Archilla A R. Effect of Polymer Modified Asphalt Binders on The Performance of Asphalt Concrete Mi- xes Used in Hawai' i. [R]. Final Report to HDOT, The University of Hawai'i at Manoa, Honolulu, Ha-waii,2008.
-
6Diaz L G, Archilla A R. Effect of Laboratory Data Range Selection in Permanent Deformation Character-ization of Asphalt Mixtures[R]. Transportation Re- search Record: Journal of the Transportation Research Board, No. 2057, Transportation Research Board of the National Academies, Washington, D.C., 2008: 126-133.
-
7You S, Archilla A R. IRI Trends of Hawaiian High- ways: A Preliminary Study[C]//Proceedirlgs of 10'h ICCTP, : 3928-3936,2010.
-
8Archilla A R. Letizia de Lannoy Kobayashi, and Luis G. Diaz. Using permanent deformation tests and theMEPDG to quantify permanent deformation improve- ments from modified binders[J]. Journal of the Asso-ciation of Asphalt Pavement Technologists, 2008,77.
-
9Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures[R]. NCHRP Pro-ject 1--37A, Final Report. Prepared for the National Cooperative Highway Research Program of the Transportation Research Board ; 2004.
-
10Brown E R, et al. NCAT Test Track Design, Con- struction and Performance[R]. NCAT Report 02-12,2002.
-
1郭彦伟.浅析沥青混合料使用性能及改善措施[J].黑龙江交通科技,2012,35(7):22-22.
-
2谭大龙.橡胶沥青在道路中的应用概况[J].湖南交通科技,2011,37(2):55-56. 被引量：2
-
3徐世法,柴林林,孙峰,李根.基于“横向分布式车辙仪”的沥青混合料水稳定性评价方法[J].中外公路,2016,36(5):247-249. 被引量：1
-
4许银行.沥青膜厚度对沥青混合料性能的影响[J].城市道桥与防洪,2016(2):176-180. 被引量：1
-
5游双杰,黄超.利用修正的MEPDG损伤模型进行混合料服务寿命模拟和对比[J].公路,2011,56(4):152-155. 被引量：2
-
6李钝.戴·克金融让购车不再难[J].中国物流与采购,2006(9):68-68.
-
7张信.钢纤维混凝土技术在道路桥梁施工中的应用[J].住宅与房地产,2016(10X).
-
8付裕,夏文来,王会利.大连市金州湾二桥主桥桥型方案选择[J].北方交通,2008(1):78-80. 被引量：1
-
9李艳奇,战福豪,谭坦.MEPDG设计法在路面结构性能分析中的应用[J].山东交通科技,2013(6):46-48.
-
10韦金城,崔世萍.基于AASHTO力学经验设计法的材料参数综述[J].山东交通科技,2008(1):21-24. 被引量：3
