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大厚度水泥碎石基层沥青路面路表弯沉计算分析
引用本文:罗竟,邓廷权,周志刚.大厚度水泥碎石基层沥青路面路表弯沉计算分析[J].中南公路工程,2011(6):22-25.
作者姓名:罗竟  邓廷权  周志刚
作者单位:广西交通职业技术学院;广西交通科学研究院;长沙理工大学;
基金项目:广西交通科研项目(交综合函[2004]631号)
摘    要:大厚度水泥碎石分层施工时不同施工方法导致层间结合状态介于完全连续和连续光滑。根据FWD实测数据计算得到的层间结合系数,通过引入弯沉计算系数,计算不同结合状态下的路表弯沉;最终通过铺筑试验路,验证计算方法的可靠性。

关 键 词:道路工程  路面  基层  层间接触

The Calculation of Surface Deflection for Asphalt Concrete Pavement on the Large Thickness of the Cement Base
LUO Jing,DENG Tingquan,ZHOU Zhigang.The Calculation of Surface Deflection for Asphalt Concrete Pavement on the Large Thickness of the Cement Base[J].Central South Highway Engineering,2011(6):22-25.
Authors:LUO Jing  DENG Tingquan    ZHOU Zhigang
Institution:LUO Jing1,DENG Tingquan2,3,ZHOU Zhigang3(1.Guangxi Communication Professional and Technical College,Nanning,Guangxi 530023,China,2.Guangxi Communications Science Research Academy,Guangxi 530007,3.Changsha University of Science and Technology,Changsha,Hunan 410022,China)
Abstract:The different construction methods result in different state of interlayer between completely continuous and continuous smooth during the construction of the large thickness cement stone layer.Based on the measured data calculated FWD interlayer bonding coefficient,the road surface deflection was calculated under different binding state by introducing the coefficient of deflection in this article;finally the reliability of calculation methods was verified by the test road paving.
Keywords:road engineering  pavement  base  layer contacts  
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