• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 21 Issue 6
Dec.  2008
Turn off MathJax
Article Contents
CHENG Guozhu, PEI Yulong. Maximum Speed Limit on Freeway with Damaged Pavement[J]. Journal of Southwest Jiaotong University, 2008, 21(6): 714-717.
Citation: CHENG Guozhu, PEI Yulong. Maximum Speed Limit on Freeway with Damaged Pavement[J]. Journal of Southwest Jiaotong University, 2008, 21(6): 714-717.

Maximum Speed Limit on Freeway with Damaged Pavement

  • Received Date: 23 Nov 2007
  • Publish Date: 25 Dec 2008
  • A model to correlate passenger uncomfortableness index with vehicle speed,standard deviation of pavement roughness and pavement condition index(PCI) was derived by regression from observed data.Suggestions about maximum speed limits on freeways under different pavement conditions were presented based on the correlation.

     

  • loading
  • 沙庆林.高速公路沥青路面早期破坏现象及预防[M].北京:人民交通出版社,2001:1-3.[2] 胡群芳,成子桥,刘文.高等级公路路面破损的特点及原因分析[J].河南科学,2003,21(3):326-331.HU Qunfang,CHENG Ziqiao,LIU Wen.High-grade pavement damages and their classification[J].Henan Science,2003,21(3):326-331.[3] 孙立军,姚祖康.沥青路面损坏状况评价的系统化方法[J].华东公路,1991(1):37-43.SUN Lijun,YAO Zukang.Systemic method of evaluating damage of asphaltum pavement[J].East China Highway,1991(1):37-43.[4] 石小平,姚祖康.水泥混凝土路面损坏评价方法[J].中国公路学报,1990,3(4):23-31.SHI Xiaoping,YAO Zukang.Distress condition evaluation for concrete pavement[J].China Journal of Highway and Transport,1990,3(4):23-31.[5] 程家驹,任旅芳,梁锡三.沥青路面损坏状况的评价方法[J].公路,1988(10):10-17.CHENG Jiaju,REN Lüfang,HANG Xisan.Study on method of evaluating damage of asphaltum pavement[J].Highway,1988(10):10-17.[6] 周晓青,孙立军.国际平整度指数与行驶车速的关系[J].同济大学学报(自然科学版),2005,33(10):1 323-1 327.ZHOU Xiaoqing,SUN Lijun.Relationship between international roughness index and velocity of quarter ear[J].Journal of Tongji University (Natural Science),2005,33(10):1 323-1 327.[7] SAYERS M W,GILLESPIE T D,QUEIROZ C A V.The international road roughness experiment:establishing correlation and a calibration standard for measurements[R].World Bank Technical Paper no.45.Washington D.C.:World Bank,1986:71-98.[8] 王辉,孔永健.对沥青路面破损状况极限值的研究[J].中南公路工程,2006,31(6):90-92.WANG Hui,KONG Yongjian.Research on the critical value of asphalt pavement distress condition[J].Central South Highway Engineering,2006,31(6):90-92.[9] 中华人民共和国交通部.JTG F40-2004公路沥青路面施工技术规范[S].北京:人民交通出版社,2004.[10] 中华人民共和国交通部.JTG F80-2004公路工程质量检验评定标准[S].北京:人民交通出版社,2004.[11] 蔚晓丹.国际平整度指数IRI作为路面平整度评价指标的研究[J].公路交通科技,1999,16(Sup.1):9-13.WEI Xiaodan.Research on the intemational roughnass index (IRI) as the pavement roughness index[J].Journal of Highway and Transportation Research and Development,1999,16 (Sup.1):9-13.[12] 高增礼,张玉芬,王钧利.路面性质对乘坐舒适性影响的主观评价[J].中国公路学报,1995,8(1):33-38.GAO Zengli.ZHANG Yufen,WANG Junli.Pavement characters affection passengers' comfort and its subjective index[J].China Journal of Highway and Transport,1995,8 (1):33-38.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Article views(1524) PDF downloads(445) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return