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多孔隙大碎石沥青混合料动态模量试验研究 被引量：14

Research on large stone permeable asphalt concrete dynamic modulus
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摘要 分析了多孔隙大碎石沥青混合料(LSPM)动态模量和相位角对温度和加载频率的依赖性,然后利用时间与温度置换原理计算位移系数并建立了动态模量和相位角的通用曲线.最后将动态模量实测结果与Witczak预测模型进行了比较。指出了Witczak预测模型不适宜预测开级配大孔隙率沥青混合料的动态模量。 The time and temperature dependency of the LSPM dynamic modulus and phase angle is analyzed, the master curve position principle, the results dy of namic modulus and phase angle is build using time-temperature super test and the Witczak predictive equation is compared and the Witczak predictive equation is considered not suitable to predict dynamic modulus of open gradation and porous asphalt concrete.
作者 韦金城 王林 马士杰
机构地区 山东省交通科学研究所
出处 《石油沥青》 2008年第1期15-19,共5页 Petroleum Asphalt
关键词 LSPM 动态模量 时间-温度置换原理 通用曲线 位移系数 Wictzak 预测模型 LSPM Dynamic modulus time-temperature superposition principle Master curve Shift factors Witczak predictive equation
分类号 U414 [交通运输工程—道路与铁道工程]
  • 相关文献

参考文献7

  • 1王松根,王林,马士杰.大粒径透水性沥青混合料柔性基层设计及施工指南.北京:人民交通出版社,2006年
  • 2Witczak M W. Simple performance test for SUPER PAVE mix design. NCHRPReport 465, Transportation research hoard, National research council, National academy press, Washington D.C, 2002
  • 3胡霞光,李德超,田莉.沥青混合料动态模量研究进展[J].中外公路,2007,27(1):132-136. 被引量：39
  • 4Bonaquist R F,Christensen D W. Simple performance tester for SUPERPAVE mix design: First-article development and evaluation. NCHRP Report 51,3. Transportation research hoard, Washington D.C, 2003
  • 5姚祖康.沥青路面设计指标和参数研究专题综述,同济大学,2005年12月
  • 6赵延庆,吴剑,文健.沥青混合料动态模量及其主曲线的确定与分析[J].公路,2006,51(8):163-167. 被引量：101
  • 7ARA Inc. , ERES Division. Guide for mechanistic- empirical design of new and rehabilitated pavemem structures. Illinois ,200,1

二级参考文献16

  • 1林绣贤.柔性路面结构设计方法[M].人民交通出版社,1998,11..
  • 2ARA. Guide for Mechanistic-Empirical Design [A].National Cooperative Highway Research Program 1-37A[M]. Transpiration Research Board, 2004.
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  • 6Clyne, T. R, X. Li, M.O. Marasteanu, E.L. Skok. Dynamic and Resilient Modulus of MNIDOT Asphalt Mixtures. Minnesota Department of Transportation, MN/RC-2003-09, 2003.
  • 7Mohammad, L. N., Z. Wu, L. Myers, S. Cooper, C.Abadie. A Practical Look at the Simple Performance Tests, Louisiana's Experience. Journal of the Association of Asphalt Paving Technologists, 2005.
  • 8Witczak, M.W. , K.E. Kaloush, H. Von Quintus. Pursuit of the Simple Performance Test for Asphalt Mixture Rutting. Journal of the Association of Asphalt Paving Technologists. Vol. 71, pp. 671-691, 2002.
  • 9Papazian, H. S.. The Response of Linear Viscoelastic Materials in the Frequency Domain with Emphasis on Asphaltic Concrete. International Conference on the Structural Design of Asphalt Pavements. University of Michigan. pp. 454-463, 1962.
  • 10Witczak, M. W., O. A. Fonseca. Revised Predictive Model for Dynamic (Complex) Modulus of Asphalt Mixtures. Washington D. C. : Transportation Research Board (Transportation Research Record 1540). pp. 15-23, 1996.

共引文献132

同被引文献79

引证文献14

二级引证文献90

石油沥青
2008年 第1期

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