期刊文献+

沥青混合料动态模量试验研究 被引量:15

Test and Study on Dynamic Modulus of Asphalt Mixture
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摘要 对一种Superpave级配沥青混合料不同空隙率的试样进行了不同温度、不同加载频率条件下动态模量试验,分析了混合料动态模量随体积参数、加载条件的变化规律,研究结果对我国的路面设计模量动态参数的选择具有借鉴意义。 Dynamic modulus (E^*) tests are performed on various void volume samples under the conditions of various temperatures and various loading frequencies, which are obtained from asphalt mixtures with Superpave gradation, and the changing regularity of dynamic modulus of asphalt mixtures with the volume parameters and loading condition is analyzed. The results offer some reference to modulus selection during the pavement design.
作者 李德超
出处 《公路》 北大核心 2008年第1期134-140,共7页 Highway
关键词 动态模量 变化规律 体积参数 加载条件 dynamic modulus changing regularity volume parameter loading condition
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参考文献4

  • 1JTG D50-2006,公路沥青路面设计规范[S].
  • 2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
  • 3Mohammad L N, Wu Z, Myers L, Cooper S, Abadie C. A Practical Look at the Simple Performance Tests : Louisiana's Experience[J]. Journal of the Association of Asphalt Paving Technologists, 2005.
  • 4T R Clyne, Li X, Marasteanu M O, Skok E L. Dynamic and Resilient Modulus of MNIDOT Asphalt Mixtures[R]. Minnesota Department of Transportation, MN/RC-2003-09, 2003.

二级参考文献13

  • 1Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. National Cooperative Highway Research Program, NCHRP 1- 37A, March2004.
  • 2Zhuu, F. , T. Scullion. Preliminary Field Validation of Simple Performance Tests for Permanent Deformation:Case Study. Washington D. C. : Transportation Research Board (Transportation Research Record 1832).pp. 209-216, 2003.
  • 3Clyne, 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.
  • 4Mohammad, 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.
  • 5Witczak, 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.
  • 6Papazian, 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.
  • 7Witczak, 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.
  • 8Witczak, M. W., R. Bonaquist, H. Von Quintus, K.Kaloush. Specimen Geometry and Aggregate Size Effects in Uniaxial Compression and Constant Height Shear Tests. Journal of the Association of Asphalt Paving Technologists. Vol. 69, pp. 733-793, 2000.
  • 9Birgisson, B, G. Sholar, R. Roque, Evaluation of Predicted Dynamie Modulus for Florida Mixtures, Washington D, C. ; Transportation Research Board (Transportation Research Record 84th Annual Meeting), pp. 1 -21, 2005.
  • 10Witczak, M. W., K. Kaloush, T. Pellinen, M. EI-Basyouny, H. Von Quintus. Simple Performance Test for Superpave Mix Design. National Cooperative Highway Research Program 465. pp. 6-100, 2002.

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