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ATB30沥青稳定碎石基层低温抗裂性研究

Research on Low Temperature Anti-cracking Performance of the ATB30 Asphalt Treated Base

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【作者】 冯新军郝培文查旭东

【Author】 FENG Xin-jun1,2,HAO Pei-wen2,ZHA Xu-dong1(1.School of Highway,Chang’an University,Xi’an 710064,China;2.School of Highway Engineering,Changsha University of Science and Technology,Changsha 410076,China)

【机构】 长安大学公路学院长沙理工大学公路工程学院长安大学公路学院 西安710064长沙410076西安710064

【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。

【Abstract】 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.

【基金】 河南省交通厅科技项目(2003P453)
  • 【文献出处】 武汉理工大学学报 ,Journal of Wuhan University of Technology , 编辑部邮箱 ,2007年06期
  • 【分类号】U416.214
  • 【被引频次】11
  • 【下载频次】256
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