吉林大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (6): 1753-1759.doi: 10.13229/j.cnki.jdxbgxb201706011

• Orginal Article • Previous Articles     Next Articles

Moisture stability evaluation of asphalt mixture based on film pressure model of Wilhelmy plate method

LUO Rong1, 2, ZENG Zhe1, 2, ZHANG De-run1, 2, FENG Guang-le3, DONG Hua-jun4   

  1. 1.School of Transportation, Wuhan University of Technology, Wuhan 430063, China;
    2.Center for Advanced Technology of Road Engineering in Hubei, Wuhan 430063, China;
    3.Engineering Quality Supervision Bureau, Transportation Department of Hubei Province, Wuhan 430014, China;
    4.Hubei Chang Jiang Road and Bridge Co., Ltd., Wuhan 430212, China
  • Received:2016-08-29 Online:2017-11-20 Published:2017-11-20

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Abstract: The traditional calculation model of Wilhelmy plate method has two deficiencies: the effect of liquid film pressure on the surface of asphalt binders during the receding process is out of consideration and the surface energy components are sometimes unsolvable. To overcome these two deficiencies, taking the asphalt binders, in which anti-stripping agents were added, and acidic gravel as the test samples, the traditional model and the model based on film pressure were used to calculate the surface energy of the asphalt binders, respectively. The moisture stability indexes ER1 and ER2 of the asphalt mixtures were analyzed. In addition, the moisture stability performances of the test samples were assessed using the water-boiling test following the guidelines of ASTM D3625. The comparative results show that the film pressure calculation model is able to eliminate the two deficiencies, and the moisture stability performance ranking of the asphalt mixtures predicted by the model agrees well with that determined by the water-boiling tests.

Key words: road engineering, asphalt mixture, wilhelmy plate method, surface energy, film pressure, moisture stability

CLC Number: 

  • U414
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