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:裘秋波 施公佐 熊分清 王良彬 陈辉 赵永利[2] QIU Qiu-bo;SHI Gong-zuo;XIONG Fen-qing;WANG Liang-bin;CHEN Hui;ZHAO Yong-li(Zhejiang Shunchang High-grade Highway Maintenance Co.Ltd,Hangzhou 310051,China;School of Transportation,Southeast University,Nanjing 211189,China;National Demonstration Center for Experimental Road and Traffic Engineering Education(Southeast University),,Nanjing 211189,China)
机构地区:[1]浙江顺畅高等级公路养护有限公司,杭州市310051 [2]东南大学交通学院,南京市211189 [3]道路交通工程国家级实验教学示范中心(东南大学),南京市211189
出 处:《公路》2022年第4期28-34,共7页Highway
基 金:浙江省交通运输厅科研计划项目,项目编号2019026。
摘 要:在选定的RAP料级配范围内选取3种不同级配的RAP料作为基准料来模拟旧料级配的变异性,并且采用分形理论以及变异累积系数来评价采用不同类型的基准料合成的再生沥青混合料的级配变化程度。研究结果表明:RAP料级配的变异性对再生沥青混合料的级配均匀性具有不利影响,并且随着RAP掺量的增加,这种不均匀离析现象更加明显;工程上应尽量减小RAP料级配的变异性,同时采用RAP料级配范围中值后能够降低再生沥青混合料级配的变异性;分形维数D是评价离析类型的相对指标,能够有效表征再生混合料的级配变异特征;变异累积系数S是评价级配离析程度的绝对指标,能够有效表征再生混合料级配的变异程度。Three RAP materials with different gradations are selected as reference materials in the selected RAP grading range to simulate the gradation variability of reclaimed asphalt pavement materials,and fractal theory and variation accumulation coefficient are used to evaluate the gradation variation degree of recycled asphalt mixture synthesized with different types of reference materials.The results show that the gradation variability of RAP has a negative impact on the gradation uniformity of recycled asphalt mixture,and the segregation becomes more obvious with the increase of RAP content.The variability of RAP grading should be minimized in project practice,and the median value of RAP grading range can reduce the variability of recycled asphalt mixture.In addition,the fractal dimension D is a relative index to evaluate the segregation types,which can effectively represent the gradation variation characteristics of the recycled mixture.The variation accumulation coefficient S is an absolute index to evaluate the degree of gradation segregation,which can effectively characterize the degree of variation.
关 键 词:道路工程 厂拌热再生 RAP料变异性 级配离析 分形维数 变异累积系数
分 类 号:U416.21[交通运输工程—道路与铁道工程] U414.1
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:216.73.216.90