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水泥混凝土路面接缝传荷能力的研究现状和发展趋势 被引量:18

Current Status and Development Trend for Study on Load Transfer Efficiency at Joints for Cement Concrete Pavement
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摘要 接缝是水泥混凝土路面结构最薄弱的部位,其传荷能力直接影响路面结构设计和使用性能。通过广泛的资料调研和分析,在回顾有关水泥混凝土路面结构力学响应研究的基础上,对接缝传荷作用的模拟、接缝剪切刚度的确定和接缝传荷能力的评价等内容的研究现状进行了系统总结。最后指出有关接缝传荷能力研究中存在的问题和发展趋势,提出应重点考虑接缝传荷与板底脱空的耦合作用和分离方法。 Joints are the weakest part of rigid pavement system,and the load transfer efficiency at joints is primary concern in rigid pavement design and performance.By means of detail investigation and analysis,the study on structural response of cement concrete pavement is reviewed,and a systematic summarization on the model for joint load transfer,the determination of joint stiffness and the evaluation of load transfer efficiency are made.Furthermore,the existing problems and development trend for the study on load transfer efficiency are presented,and the coupling effect and separation method of joint load transfer and local void beneath slabs are suggested to be further studied.
作者 周正峰
出处 《公路》 北大核心 2011年第7期49-53,共5页 Highway
基金 国家自然科学基金资助 项目编号51008255 中央高校基本科研业务费专项资金资助项目 项目编号SWJTU09BR12
关键词 水泥混凝土路面 接缝 传荷能力 研究现状 发展趋势 cement concrete pavement joint load transfer efficiency current status for study development trend
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参考文献29

  • 1Cheung Y K, O C Zienkiewicz. Plates and Tanks on Elastic Foundations-An Application of Finite Element Method[J].International Journal of Solids and Structures, 1965,(1) :451-461.
  • 2Wang S K, Sargious M, Cheung Y K. Advanced Analysis of Rigid Pavement[J]. Transportation EngineeringJournal, ASCE, 1972, 98(1):37-44.
  • 3Huang Y H, Wang S T. Finite Element Analysis of Concrete Slabs and its Implication for Rigid Pavement Design[M]. Highway Research Record 466, Highway Research Board, 1973 : 55 - 69.
  • 4Huang Y H, Wang S T. Finite Element Analysis of Rigid Pavements with Partial Subgrade Contact[M]. Highway Research Record 485, Highway Research Board, 1974:39-54.
  • 5Huang Y H. Finite Element Analysis of Slabs on Elastic Solids [J]. Transportation Engineering Journal, ASCE, 1974, 100(2)403-416.
  • 6姚祖康.水泥混凝土路面荷载应力的有限元分析.同济大学学报,1979,6:45-55.
  • 7邓学钧.刚性路面荷载应力的有限元分析(弹性半空间地基假定).南京工学院学报,1980,(3):51-64.
  • 8唐伯明,邓学钧.弹性多层地基上刚性路面板的有限元分析[J].中国公路学报,1989,2(4):1-8. 被引量:11
  • 9谈至明,姚祖康,田波.水泥混凝土路面的荷载应力分析[J].公路,2002,47(8):15-18. 被引量:70
  • 10Tabatabaie A M. Structural analysis of concretepavement joints[D]. Illinois: University of Illinois at Urbana-Champaign, 1978.

二级参考文献31

  • 1汤立群,胡哲,刘逸平,黄小清.脱空刚性路面的弯沉影响因素分析[J].暨南大学学报(自然科学与医学版),2005,26(1):107-109. 被引量:8
  • 2周德云,姚祖康.水泥混凝土路面接缝传荷能力的分析[J].同济大学学报(自然科学版),1993,21(1):57-65. 被引量:50
  • 3谈至明,朱志强.水泥混凝土路面的轴载动荷效应[J].华东公路,1994(1):31-34. 被引量:4
  • 4曾胜,陈明宪.水泥混凝土路面脱空与传荷作用机理研究[J].铁道科学与工程学报,2005,2(1):68-72. 被引量:9
  • 5黄仰贤.路面分析与设计[M].北京:人民交通出版社,1998..
  • 6唐伯明.[D].东南大学,1996.
  • 7Crovetti J A.Design and evaluation of jointed concrete pavement systems incorporating open-graded permeable bases[D].Urbana:University of Illinois at Urbam-Champaign,1994.
  • 8Zollinger D G,Soares J.Performance of continuously reinforced concrete pavements:volume Ⅶ:summary[R].Virginia:Federal Highway Administration,1999.
  • 9Ioannides A M,Alexander D R,Hammons M I,et al.Application of artificial neural networks to concrete pavement joint evaluation[R].Washington D C:T ransporta tion Research Board,1996:54-64.
  • 10袁捷.机场刚性道面结构参数反演方法研究[D].上海:同济大学交通运输工程学院,2007.

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