摘要
采用OT(overlay tester)试验,从级配类型、沥青类型、拉伸位移、试验温度、试件厚度研究沥青混合料加铺层抗反射裂缝性能的问题。结果表明,试验温度25℃时,不同级配类型混合料裂缝发展和破坏不同,最终造成抗裂性能的差异;试验温度15℃时,沥青类型影响大于级配类型影响,其中KWG沥青最优;增加拉伸位移,抗裂性能急剧下降,应根据气候特点和材料类型进行选择;增加厚度可有效延缓反射裂缝的发展。OT试验适用于评价沥青混合料加铺层抗反射裂缝性能。
Since it was difficult to evaluate the anti-reflection crack performance of asphalt mixture overlay by using conventional method,the effects of gradation type,asphalt type,tensile displacement,test temperature and sample thickness on reflective cracking performance were evaluated by using the OT test.The result showed that different gradation types led to the different development and damage mode at 25℃,which would cause different anti-reflection crack performance.At 15 ℃,asphalt type has a higher impact on the anti-reflection performance than that of gradation type while KWG asphalt has be best performance.The anti-reflection crack performance decreased with the increase of tensile displacement.It was better to choose tensile displacement according to climatic characteristics and materials.The development of cracking could be delayed by the increase of thickness.It can be concluded that OT test can be used to evaluate anti-reflection crack performance of asphalt mixture overlay.
作者
周水文
张蓉
张晓华
何平芝
毛成
ZHOU Shuiwen;ZHANG Rong;ZHANG Xiaohua;HE Pingzhi;MAO Cheng(Sichuan Provincial Transport Department Highway Planning,Survey,Design and Research Institute,Chengdu 611130,China;Research and Development Center of Transport Industry of Technologist,Materials and Equipment of Highway Construction and Maintenance,Chengdu 611130,China;Sichuan Engineering Laboratory of Pavement Structural,Materials and Maintenance,Chengdu 611130,China)
出处
《中国科技论文》
CAS
北大核心
2018年第24期2784-2789,共6页
China Sciencepaper
基金
四川省交通科技项目(2015A1-2)
中石油燃料油有限责任公司研究院科学研究与技术开发项目(RLY-2014Y-04)
关键词
道路工程
反射裂缝
OT试验
级配类型
沥青类型
拉伸位移
厚度
road engineering
reflection crack
overlay test
gradation type
asphalt type
tensile displacement
thickness