Test Method and Test Condition of Asphalt Surface Energy

被引:0
作者
Sun Y. [1 ]
Li L. [1 ]
Sun Y. [1 ]
机构
[1] Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai
来源
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2017年 / 20卷 / 03期
关键词
Asphalt; Contact angle; Road engineering; Surface energy; Surface energy parameter;
D O I
10.3969/j.issn.1007-9629.2017.03.028
中图分类号
学科分类号
摘要
Wilhelmy plate method and sessile drop method were chosen from current existing test methods to evaluate asphalt surface energy with considering operation possibility. The theory, procedure, condition, and the data of the two methods were comparatively analyzed. The influence of test condition on the results of surface energy parameter was discussed based on experimental results of Wilhelmy plate method. The results show that both Wilhelmy plate method and sessile drop method are feasible. However, Wilhelmy plate method performs better in the aspects of sample preparation, temperature controlling, droplet quantity controlling, and the validity of experimental data, so it is recommended to be used for testing the surface energy of asphalt. The surface energy of asphalt mainly depends on Van der Waals force for the sake of low acid-base force. The test procedure and conditions will significantly affect the results of surface energy parameter. It is recommended that the temperature of preservation is 120℃ for about 2 h, the testing time is 2060 s, and the conditioned time is no longer than 3 d when using Wilhelmy plate method. © 2017, Editorial Department of Journal of Building Materials. All right reserved.
引用
收藏
页码:494 / 499
页数:5
相关论文
共 11 条
[1]  
Little D.N., Bhasin A., NCHRP Project 9-37: Using Surface Energy Measurements to Select Materials for Asphalt Pavement, pp. 69-71, (2006)
[2]  
Arabani M., Roshani H., Hamedi G.H., Estimating moisture sensitivity of warm mix asphalt modified with Zycosoil as an antistrip agent using surface free energy method, Journal of Materials in Civil Engineering, 24, 7, pp. 889-897, (2014)
[3]  
Zhu S., Zhao Z., Foundation of Interface Chemistry, pp. 1-2, (1996)
[4]  
Miknis F.E., Pauli A.T., Beemer A., Et al., Use of NMR imaging to measure interracial properties of asphalts, Fuel, 84, 9, pp. 1041-1051, (2005)
[5]  
Drelich J., Bukka K., Miller J.D., Et al., Surface tension of toluene-extracted bitumen from Utah oil sands as determined by Wilhelmy plate and contact angle techniques, Energy & Fuels, 8, 3, pp. 700-704, (1994)
[6]  
Zhu C., Structural Analysis of Polymer, pp. 319-320, (2004)
[7]  
Woodward R.E., Contact angle measurements using the drop shape method, (2007)
[8]  
Iida S., Oono K., Shinzen H., Et al., Common Physics Table, (1987)
[9]  
Teng X., Surface Physical Chemistry, pp. 23-34, (2009)
[10]  
Cheng D., Surface free energy of asphalt-aggregate system and performance analysis of asphalt concrete based on surface free energy, (2002)