摘要
通过马歇尔稳定度实验、疲劳强度实验、残留稳定度实验等对自行研发的新型温拌沥青混合料各项路用指标以及疲劳强度进行了系统评价,对比分析了3种自行研发的新型温拌沥青混合料与普通热拌沥青混合料的路用性能差异。结果表明新型温拌沥青混合料稳定度、高低温性能、疲劳强度良好,具有优质的物理力学性能。C型温拌沥青混合料能在降低沥青混合料拌和温度的同时,还能提高沥青混合料的疲劳性能,并且不降低沥青混合料的抗水损坏的性能。
The road index and fatigue strength of a new type of asphalt mixture were systematically evaluated based on marshall stability test,fatigue strength test,residual stability test and so on.A systematic evaluation was made on the fatigue strength and items of pavement performance.The three new warm mix asphalts were compared and contrasted with the ordinary warm asphalt in their differences in pavement performance.The results showed the new warm mix asphalt had the features of higher stability,high low temperature,good fatigue strength and excellent physical mechanics.C-type asphalt can lower the temperature,enhanced the fatigue strength as well as kept the ability to resist the water damage.
出处
《化工新型材料》
CAS
CSCD
北大核心
2018年第1期204-206,共3页
New Chemical Materials
基金
国家自然科学基金资助项目(51308476)
绿色建筑与节能四川省重点实验室开放课题(szjj2015-074)
四川省教育厅科研项目(16ZB0164)
中央高校基本科研业务费专项资金项目(2682015CX083)
道路工程四川省重点实验室开放研究基金(15206569)
关键词
道路工程
路用性能
马歇尔稳定度
温拌沥青混合料
疲劳强度
road engineering, pavement performance, marshall stability, warm mix asphalt, fatigue strength