DONAHUE J.Missonri Guide for Pavement Rehabilitation
[2]
[S].Jefferson City:Missouri Dept.of Transportation,Research,Development and Technology division,2002.
[3]
中华人民共和国交通部.JTG D50-2006公路沥青路面设计规范
[4]
[S].北京:人民交通出版社,2006.P.R.China.Ministry of Communications.JTG D50-2006 Specifications for Design of Highway Asphalt Pavement
[5]
[S].Beijing:China Communications Press,2006.
[6]
柳正华,谈至明.旧水泥混凝土路面的碎石化技术综述
[7]
[J].公路,2005(12):187-190.LIU Zhenghua,TAN Zhiming.A Review on Rubblization Techniques for Existing Cement Pavments
[8]
[J].Highway,2005 (12):187-190.
[9]
张玉宏,李昶,王松根,等.碎石化后沥青加铺层应力对比分析
[10]
[J].公路交通科技,2006,23(3):1-5.ZHANG Yuhong,LI Chang,WANG Songgen,et al.Stress Comparison Analysis of Asphalt Overlay on Rubblized PCC Slab
[11]
[J].Journal of Highway and Transportation Research and Development,2006,23 (3):1-5.
[12]
中华人民共和国交通部.JTG D40-2002公路水泥混凝土路面设计规范
[13]
[S].北京:人民交通出版社,2002.P.R.China.Ministry of Communications.JIG D40-2002 Specification of Cement Concrete Pavement Design for Highway
[14]
[S].Beijing:China Communications Press,2002.
[15]
蒋应军,戴经梁,陈忠达.不同等效原则的基层顶面当量回弹模量算法
[16]
[J].长安大学学报,2005,25(3):1-6.JIANG Yingjun,DAI Jingliang,CHEN Zhongda.Calculation Method of Equivalent Modulus of ELasticity of Foundation under Principles of Different Equivalence
[17]
[J].Journal of Chang' an University,2005,25 (3):1-6.
[18]
周玉民.水泥混凝土路面沥青加铺层反射裂缝机理与设计方法研究
[19]
[D].上海:同济大学,2007.ZHOU Yumin.A Study on Mechanism of Reflective Cracking and Design Method of Asphalt Overlay Paved on Cement Concrete Pavements
[20]
[D].Shanghai:Tongji University,2007.
[21]
MAJIDZADEHK,IIVESGJ,KUMARVR.Improved Methods to Eliminate Reflection Cracking