相似文献/References:
[1]王鹏,范磊,崔璨.温度膨胀系数对刚性路面设计的影响分析[J].郑州大学学报(工学版),2014,35(02):6.[doi:10.3969/ j.issn.1671 -6833.2014.02.002]
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[2]盛燕萍,李海滨,陈拴发..基于抗冲刷性能的半刚性基层材料组成设计方法[J].郑州大学学报(工学版),2012,33(03):19.[doi:10.3969/j.issn.1671-6833.2012.03.005]
[3]刘文,李清富,胡群芳..水泥混凝土路面结构耐久性设计研究[J].郑州大学学报(工学版),2005,26(04):66.[doi:10.3969/j.issn.1671-6833.2005.04.016]
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[4]卫军,周之津,赵永义,等.实用路面混凝土抗折强度的无损检测方法[J].郑州大学学报(工学版),1992,13(03):31.
Guards,Zhou Zhijin,Zhao Yongyi,et al.Merit and non -destructive detection method of practical pavement concrete folding strength[J].Journal of Zhengzhou University (Engineering Science),1992,13(06):31.