孙依人

个人信息Personal Information

副教授

硕士生导师

性别:男

毕业院校:大连理工大学

学位:博士

所在单位:交通运输系

学科:道路与铁道工程. 市政工程

办公地点:综合实验4号楼520室

电子邮箱:sunyiren@dlut.edu.cn

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Fabrication of solvent-free asphalt emulsion prime with high penetrative ability

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论文类型:期刊论文

发表时间:2020-01-10

发表刊物:CONSTRUCTION AND BUILDING MATERIALS

收录刊物:EI、SCIE

卷号:230

ISSN号:0950-0618

关键字:Prime coat; Asphalt emulsion; Penetrative ability; Wetting ability; Particle size distribution

摘要:Solvent-free asphalt emulsion is preferred as the prime coat in pavement engineering. However, the solvent-free asphalt emulsion usually has quite poor penetrative ability. To fabricate solvent-free asphalt emulsion with high penetrative ability, several asphalt emulsions were fabricated by changing the composition parameters including emulsifier, asphalt, and wetting agent, which may affect the particle size of asphalt droplets and the viscosity and wetting ability of emulsion. Then, the penetrative ability of these emulsions into a typical material for the base layer as well as the corresponding mechanisms were investigated by conducting the tests of penetration depth, contact angle and particle size distribution. Results indicate that the addition of wetting agent (JFC, a fatty alcohol-polyoxyethylene ether) can greatly increase the penetration depth of asphalt emulsion because it can sharply increase the wetting ability of asphalt emulsion. The use of high emulsifier content effectively reduces the particle size of the asphalt droplets, thus greatly improving the penetrative ability of asphalt emulsion. Besides, when asphalt emulsion with high emulsifier content is diluted to a constant asphalt content, moderately increasing asphalt content in production can narrow the particle size distribution of asphalt droplets and enhance the penetrative ability of asphalt emulsion. In general, when high emulsifier content, relative high asphalt content in production, and wetting agent are all employed during the fabrication process, the asphalt emulsion can have both a good penetrative ability and bonding ability at normal asphalt content. (C) 2019 Elsevier Ltd. All rights reserved.