XU Zhi-hong, CHEN Xing-wei, LIU Hong, LI Shu-ming. Gradation scope of Superpave[J]. Journal of Traffic and Transportation Engineering, 2003, 3(3): 1-6.
Citation: XU Zhi-hong, CHEN Xing-wei, LIU Hong, LI Shu-ming. Gradation scope of Superpave[J]. Journal of Traffic and Transportation Engineering, 2003, 3(3): 1-6.

Gradation scope of Superpave

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  • Author Bio:

    XU Zhi-hong(1939-), male, professor, doctoral tutor, 86-21-65982278, xuzhh39@sina.com

  • Received Date: 2002-11-20
  • Publish Date: 2003-09-25
  • Based on the maximal density graph theory, Marshall experiments were done with crushed stone when the values of n equal to 0.35, 0.40, 0.45, 0.50 and 0.55. The values of n were ascertained when the asphalt mix density was maximal.After a series of calculation and taking the Superpave's regulations about restricted zone and control points and the wave range of each sieve in engineering experience into account, the gradation scopes of super-layer, mid-layer and under- layer were put forward. The mix manufactured within these gradation scopes is proved having scarf joint-compact state to both reduce penetration, and have good anti-rutting performance by engineering experience and Bailey's method.

     

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  • [1]
    Joseph F Goode, Lawrence A Lufsey. A new graphical chart for evaluating aggregate gradations[J]. AAPT, 1962, 3(2): 176-207.
    [2]
    MP2-00, Standard Specification for Superpave Volumetric Mix Design, AASHTO Designation[S].
    [3]
    WANG Lin. Design method of dense gradation HMA on grind layer[J]. East China Highway, 2001, 24(2): 59-63. (in Chi- nese)
    [4] GB50092-96, 沥青路面施工及验收规范[S].

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