• Title of article

    Stabilization of Subgrade Soil for Highway by Recycled Polyester Fiber

  • Author/Authors

    Changizi، F. نويسنده Faculty of Civil Engineering,Semnan University,Semnan,Iran , , Haddad، A. نويسنده Faculty of Civil Engineering,Semnan,Iran ,

  • Issue Information
    دوفصلنامه با شماره پیاپی سال 2014
  • Pages
    13
  • From page
    93
  • To page
    105
  • Abstract
    Subgrade soil stabilization is one of the primary and major processes in the construction of any highway also environmental authorities are concerned about the growing amount of polyethylene (PET) bottles produced by household sectors. This research in order to study effect of adding recycled polyester fiber on soil engineering properties, especially shear strength and California Bearing Ratio (CBR) used clay soil with low liquid limit (CL) and atterberg limits used high liquid limit (CH). Clay soil with recycled polyester fibers are mixed with soil in three different percentages 0.1%, 0.3% 0.5% (the portion of stabilizer matters to soil net weight). Shear strength, CBR, atterberg limits of stabilizer sles were measured by direct shear test and CBR test and atterberg limits test. Experiments results show this fact that using of recycled polyester leads to increasing shear strength and CBR and reduction, plasticity index. It is remarkable that according to economic problems, the most optimum quantity of recycled polyester fiber to reach to favorite strength is 0.5%.
  • Keywords
    Recycled polyester fiber , Shear strength , CBR , Atterberg limits , Soil stabilization
  • Journal title
    Journal of Rehabilitation in Civil Engineering
  • Serial Year
    2014
  • Journal title
    Journal of Rehabilitation in Civil Engineering
  • Record number

    2396963