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
[1] Lytton R L, Masad E A, Zollinger C, et al. Measurements of surface energy and its relationship to moisture damage[J/OL].[2016-07-19]. http://tti.tamu.edu/documents/0-4524-2.pdf.
[2] Bhasin A. Development of methods to quantify bitumen-aggregate adhesion and loss of adhesion due to water[J/OL]. [2016-07-19]. http://oaktrust.library.tamu.edu/bitstream/handle/1969.1/5934/etd-tamu-2006A-CVEN-Bhasin.pdf.
[3] 张德润,罗蓉,陈彧,等. 基于表面自由能的煤直接液化残渣改性沥青性能分析[J]. 中国公路学报,2016,29(1):22-28.
Zhang De-run, Luo Rong, Chen Yu, et al. Performance analysis of DCLR-modified asphalt binders based on surface energy measurements[J]. China Journal of Highway and Transport,2016,29(1):22-28.
[4] Chibowski E, Ontiveros-Ortega A, Perea-Carpio R. On the interpretation of contact angle hysteresis[J]. Journal of Adhesion Science and Technology, 2002,16(10):1367-1404.
[5] Wang J H, Claesson P M, Parker J L, et al. Dynamic contact angles and contact angle hysteresis of plasma polymers[J]. Langmuir,1994,10(10):3887-3897.
[6] Miyama M, Yasuda H K. Surface dynamics of plasma polymers studied by the wilhelmy force measurement[J]. Langmuir,1998,14(4):960-964.
[7] Kwok D Y. The usefulness of the Lifshitz-van der Waals/acid-base approach for surface tension components and interfacial tensions[J]. Colloids and Surfaces A:Physicochemical and Engineering Aspects,1999,156(1):191-200.
[8] Volpe C D, Siboni S, Maniglio D, et al. Recent theoretical and experimental advancements in the application of van Oss-Chaudury-Good acid-base theory to the analysis of polymer surfaces I. General aspects[J]. Journal of Adhesion Science and Technology,2003,17(11):1425-1456.
[9] Good R J. Contact angle, wetting, and adhesion: a critical review[J]. Journal of Adhesion Science & Technology,1992,6(12):1269-1302.
[10] 高巍,郭黎黎,韩森,等. SMA路面抗水损害研究[J]. 公路,2009(6):50-53.
Gao Wei, Guo Li-li, Han Sen, et al. Research on moisture susceptibility of SMA pavement[J]. Highway, 2009(6):50-53.
[11] ASTM D3625-2012. Standard practice for effect of water on bituminous-coated aggregate using boiling water[S].
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