检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:霍胜齐 HUO Sheng-qi(The Fourth Engineering Co.Ltd.of China Railway 14th Bureau Group Corporation Limited,Ji'nan 250002,China)
机构地区:[1]中铁十四局集团第四工程有限公司,济南250002
出 处:《工程建设与设计》2024年第8期139-141,共3页Construction & Design for Engineering
摘 要:针对绿泥石片岩与沥青集料黏附性差导致混合料的水稳定性不佳的问题,论文以武汉至大悟高速公路项目为依托,基于绿泥石片岩集料的特性分析,研究了绿片岩集料、沥青界面黏附机制与分析模型,以及绿泥石片岩沥青混合料的配合比设计方法,同时提出了绿泥石片岩集料沥青混合料的改进措施和评价方法,有效解决了绿泥石片岩集料与沥青黏附性差、混合料水稳定性不足等问题。Aiming at the problem of poor adhesion between chlorite schist and asphalt aggregate resulting in poor water stability of the mixture,based on the Wuhan to Dawu Expressway project,this paper studies the interface adhesion mechanism and analysis model of chlorite schist aggregate and asphalt,as well as the mix ratio design method of chlorite schist asphalt mixture based on the characteristic analysis of chlorite schist aggregate.At the same time,the improvement measures and evaluation methods of chlorite schist aggregate asphalt mixture are put forward,which effectively solve the problems of poor adhesion between chlorite schist aggregate and asphalt and insufficient water stability of the mixture.
关 键 词:高速公路 绿泥石片岩 黏附性改良 沥青混合料 材料创新
分 类 号:U416.2[交通运输工程—道路与铁道工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.7