摘要
为了对稀浆封层层间黏结性能进行评价,自行设计了以改进的剪切仪为基础的试验方法,能较好地模拟路面真实受力情况.试验结果说明,随着温度的升高,稀浆封层与沥青碎石下面层之间黏结强度在减小;不同的路面层间处理措施对黏结强度均有明显的影响;采用较大公称粒径的沥青混合料,或者对路面做凿毛处理均可以有效提高层间黏结强度.
To evaluate the interlayer bonding strength between slurry seal and pavement, an experimental setup was designed on the basis of improved shear tester, with the aim to model well the actual condition of loaded pavements. Experimental result showed that the interlayer bonding strength between the slurry-sealed coat and asphalt-macadam bottom layer decreases with increasing temperature. Taking some different measures to improve interlayer conditions of pavement can affect obviously the bonding strength, such as using asphalt-macadam mixture with big nominal grain size or making the pavement surface coarse by chisel.
出处
《东北大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2007年第6期875-878,共4页
Journal of Northeastern University(Natural Science)
基金
辽宁省交通科技重点项目(0512)
关键词
稀浆封层
层间黏结性能
新型直剪试验
层间处理措施
slurry-sealed coat
pavement interlayer bonding strength
new shear tester
measures to improve interlayer condition