• DocumentCode
    1942855
  • Title

    Degree of Compaction Factor Analysis of Construction of Shallow Road Bed Affect

  • Author

    Miao Lv-bin

  • Author_Institution
    Henan Highway Eng. Supervision Consultation Ltd. Co., Zheng Zhou, China
  • fYear
    2011
  • fDate
    5-7 Aug. 2011
  • Firstpage
    352
  • Lastpage
    354
  • Abstract
    The embankment load which under driving and a variety of natural factors, can have sufficient strength and stabiLity, to ensure the traffic and safety of smooth flow. According to the nature of the highway, grade, and technical standards and the local natural conditions, develop the right foundation design, as the basis for the construction. In this paper, by the formation of cement stabiLized crushed stone soil strength theory, construction techniques, introduced quaLity control of highway construction, by degree of compaction of road bed analysis of the factors, described soil cement stabiLized gravel road bed construction precautions.
  • Keywords
    cements (building materials); design engineering; mechanical stability; mechanical strength; quality control; road building; road safety; road traffic; rocks; soil; cement stabilized crushed stone soil strength theory; compaction factor analysis; construction techniques; embankment load; foundation design; gravel road bed construction precaution; highway construction; quality control; road bed analysis; shallow road bed affect; soil cement; Aggregates; Compaction; Machinery; Roads; Soil; Analysis; Highway; cement stabiLized crushed stone soil; compaction; quaLity control;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Digital Manufacturing and Automation (ICDMA), 2011 Second International Conference on
  • Conference_Location
    Zhangjiajie, Hunan
  • Print_ISBN
    978-1-4577-0755-1
  • Electronic_ISBN
    978-0-7695-4455-7
  • Type

    conf

  • DOI
    10.1109/ICDMA.2011.93
  • Filename
    6052024