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开级配大粒径沥青碎石低温性能评价
Evaluation of Low Temperature Performance of Open Graded Large Stone Asphalt Mixes
投稿时间:2019-03-02  修订日期:2019-04-06
DOI:103969/j.issn.1007 9629202004023
中文关键词:  道路工程  开级配大粒径沥青碎石  低温性能  评价方法  影响因素
英文关键词:road engineering  open graded large stone asphalt mixes(OLSM)  low temperature performance  evaluation method  influence factor
基金项目:国家自然科学基金资助项目(51608057);湖南省自然科学基金资助项目(2015JJ3007);公路工程教育部重点实验室开放基金项目(KFJ110103)
        
作者单位
付其林
FU Qilin
长沙理工大学公路工程教育部重点实验室,湖南长沙410114
Key Laboratory of Highway Engineering of Ministry of Education, Changsha University of Science and Technology, Changsha 410114, China
魏建国
WEI Jianguo
长沙理工大学交通运输工程学院,湖南长沙410114
School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China
周兴壮
ZHOU Xingzhuang
长沙理工大学交通运输工程学院,湖南长沙410114
School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China
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中文摘要:
      为了探讨小梁弯曲试验评价开级配大粒径沥青碎石(OLSM)低温性能的适用性,分析了试件截面尺寸和跨径对OLSM低温受力特性的影响,提出了OLSM低温性能评价方法;采用改进小梁弯曲试验评价了集料级配、沥青标号、沥青胶浆膜厚度、粉胶比和水泥代替矿粉量等因素对OLSM低温性能的影响.结果表明:标准小梁弯曲试验未能真实反映OLSM低温受力特性,改进小梁弯曲试验适合评价OLSM低温性能;OLSM低温性能随着分形维数的增大先提高后降低,分形维数为241~244时其低温性能较好;OLSM低温性能随着沥青标号的增加而降低,随着粉胶比和水泥代替矿粉量的增大先提高后降低,在低标号沥青、粉胶比10~12和水泥代替矿粉量10%~30%的条件下,其低温性能较好;OLSM低温性能随着沥青胶浆膜厚度的增大而提高,但在膜厚度超过50μm之后提高效果已不明显.
英文摘要:
      In order to explore the applicability of small beam bending test in evaluating low temperature performance of open graded large stone asphalt mixes(OLSM), the effect of section size and span on temperature characteristics of it was analyzed,and the evaluation method of low temperature performance was put forward. And the effect of aggregate gradation, asphalt grade, asphalt mortar film thickness, ratio of filler to bitumen and cement substitution for powder on the low temperature performance of OLSM were analyzed based on the improved small beam bending test. The results show that standard small beam bending test fails to truly reflect the low temperature stress characteristics of OLSM. However, the improved small beam bending test is suitable for evaluating its low temperature performance. The low temperature performance of OLSM increases first and then decreases with the increase of fractal dimension. And it has excellent low temperature performance when the fractal dimension range is 241 to 244. The low temperature performance of OLSM increases first and then decreases with the increase of powder to binder ratio and cement substitution for powder, and decreases with the increase of asphalt label. And it has excellent low temperature performance when the ratio of powder to binder range is 10 to 12 and the cement substitution for powder range is 10%30%. The low temperature performance of it could be increased effectively by increasing amount of mortar. However, if the film thickness of mortar is more than 50μm, the effect is not obvious.
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