摘要
为了确保沥青稳定碎石基层的低温抗裂性,对3种ATB30级配进行了冻融后低温(-15℃、-5℃、5℃、15℃)劈裂试验和低温(-15℃、-10℃、-5℃、0℃、5℃、10℃、15℃)弯曲试验,全面评价了ATB30的低温抗裂性。结果表明:采用韩国SK-70号A级沥青的ATB30脆化点温度在-5—0℃之间,其弯曲应变能与温度的关系曲线接近4次抛物线,可用于ATB30的弯曲应变能的预测和沥青路面低温抗裂设计;采用级配中值的ATB30的低温抗裂性最好。
To ensure low temperature anti-cracking performance of asphalt treated base, the low temperature anti-cracking performance of three kinds of aggregate graduation ATB30 were comprehensively evaluated by freeze and thaw low temperature (-15℃、-5℃、5℃、15℃ ) split test and low temperature ( -15℃、-10℃、-5℃、0℃、5℃、10℃、15℃) bend test. The results showed that brittle temperature of ATB30 with Korean SK-70 grade A asphalt was between - 5 ℃ and 0 ℃. The functional relationship between curvature strain energy of ATB30 and temperature was near biquadratic parabola, and it could be used to predict curvature strain energy of ATB30 and low temperature anti-cracking design of asphalt pavement. The low temperature anti-cracking performance of ATB30 with aggregate graduation limit average was the most excellent.
出处
《武汉理工大学学报》
EI
CAS
CSCD
北大核心
2007年第6期35-38,49,共5页
Journal of Wuhan University of Technology
基金
河南省交通厅科技项目(2003P453)
关键词
ATB30
低温抗裂性
弯曲应变能
级配
ATB30
low temperature anti-cracking performance
curvature strain energy
graduation