中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2006, Vol. 25 ›› Issue (2): 52-55.

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Research on mixture design for bottom layer of asphalt pavement with semi-rigid base

YU Chun-jiang 1,WANG Hong-xiang1,YANG Xin-su2,NI Fu-jian3   

  1. 1.Anhui Traffic Investment Company,Hefei 230011,China;2.Anhui Highway Engineering Company,Hefei 23001 1, China;3.College of Traffic Enginering,Southeast University,Nanjing 210096,China
  • Received:2005-03-21 Revised:2015-05-18 Online:2006-04-15 Published:2015-05-18

半刚性基层沥青路面下面层沥青混合料 配合比设计研究

于春江1,王宏祥1,杨新苏2,倪富健3   

  1. 1.安徽省交通投资集团公司,安徽 合肥 230011; 2.安徽省公路桥梁工程公司,安徽 合肥 23003l;3.东南大学交通学院,江苏 南京 210096
  • 作者简介:于春江(1968—),男,回族,安徽太和县人,高级工程师,从事高速公路建设管理工作.

Abstract: Based on the selection on the proper raw materials,this paper presents 3 kinds of aggregate gradations and decided on the ultimate aggregate gradation after a series of laboratory tests.As the bottom layer ofthe asphalt pavement with semi-rigid base,the moisture stability and strength performance of the mixture are significant to the pavement performance.Therefore,these were considered carefully by several tests.The rutting tester produced by Helmut Wind corporation were used to estimate the moisture stability ofthe mixture.We also used the index ofcritical curvature strain energy to estimate the lower tempe rature anti-cracking perform an ceofthemixture.

Key words: asphalt mixture design, moisture stability, strength performance, lower temperature anti-cracking performance, critical curvature strain energy

摘要: 根据半刚性基层沥青路面下面层的受力特点和功能要求,在选取合格原材料的基础上,初拟了3种级配组 成,通过一系列室内试验研究完成了沥青混合料配合比设计,重点评价了混合料的水稳定性和强度性能.另外, 在研究中使用了汉堡车辙试验方法来综合评价混合料的水稳定性和高温稳定性,并运用临界弯曲应变能的方法来 评价混合料的低温抗裂性能.

关键词: 沥青混合料配合比设计, 水稳定性:强度性能:低温抗裂性, 临界弯曲应变能

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