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抗拉强度指标在沥青混合料设计中的应用
引用本文:陈久数,袁美俊.抗拉强度指标在沥青混合料设计中的应用[J].交通标准化,2011(9):9-12.
作者姓名:陈久数  袁美俊
作者单位:1. 浙江省温州市永嘉黄田绕城高速公路管理中心工程部,浙江,温州,325101
2. 江苏省交通技师学院,江苏,镇江,212006
摘    要:马歇尔沥青混合料设计方法考虑了稳定度等力学指标和体积指标,但是用稳定度作为力学指标对工程实际中出现的病害没有很好的针对性。如沥青路面的疲劳破坏,其与沥青混合料的抗拉强度存在很大的联系。通过用沥青混合料的抗拉强度代替稳定度进行下面层沥青混合料的设计,能在源头对沥青路面可能发生的疲劳破坏给予控制。

关 键 词:沥青混合料  抗拉强度  最佳油石比

Application of Tensile Strength Index in Asphalt Mixture Design
CHEN Jiu-shu,YUAN Mei-jun.Application of Tensile Strength Index in Asphalt Mixture Design[J].Communications Standardization,2011(9):9-12.
Authors:CHEN Jiu-shu  YUAN Mei-jun
Institution:1.Zhejiang Province Wenzhou City Engineering Department of Yongjia-Huangtian Ring Expressway Management Center,Wenzhou 325101,China;2.Jiangsu Jiaotong College,Zhenjiang 212006,China)
Abstract:The stability and volume are considered as indexes in Marshall asphalt mixture design method,but using stability as the mechanical index can′t target the diseases appearing in engineering.For example,there exist strong links between fatigue disease of asphalt pavement and tensile strength of asphalt mixture.The fatigue damages occurring in asphalt pavement could be controlled in the source through substituting tensile strength for stability in designing lower layer asphalt mixture.
Keywords:asphalt mixture  tensile strength  optimal asphalt-aggregate ratio
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