• DocumentCode
    536896
  • Title

    Laboratory Experimental Research on Cemented Soil in Tianjin

  • Author

    Yan, Shuwang ; Su, Xiaocheng

  • Author_Institution
    Sch. of Civil Eng., Tianjin Univ., Tianjin, China
  • fYear
    2010
  • fDate
    7-9 Nov. 2010
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Cemented soil mixing method is usually applied in reinforcement of soft foundation in Tianjin. A series of laboratory tests is carried out, and the basic mechanical parameters of cemented soil are measured. Laboratory test results of cemented soil mixing proportion of a project are introduced. Main factors influencing cemented soil strength have been analyzed by a series of contrast experiments with different cement ratio, different age, and different layers. Through the test, it can be found that the unconfined compressive strength of cemented soil is increased with the increased age and amount of cement, the correlations between them is better, the latter strength of the cemented soil can be forecasted through the earlier strength. Model of nonlinear stress-strain relationship of cemented soils is proved to be suitable and can be applied in further study of composite foundation stabilized by cement.
  • Keywords
    cermets; compressive strength; stress-strain relations; Tianjm; cemented soil mixing method; laboratory experimental research; nonlinear stress strain relationship; unconfined compressive strength; Building materials; Laboratories; Manuals; Presses; Soil; Soil measurements; Stress measurement;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
  • Conference_Location
    Henan
  • Print_ISBN
    978-1-4244-7159-1
  • Type

    conf

  • DOI
    10.1109/ICEEE.2010.5660727
  • Filename
    5660727