• Title of article

    Effectiveness of horizontal drains for slope stability

  • Author/Authors

    Rahardjo، نويسنده , , Hritzuk، K. J. نويسنده , , K.J and Leong، نويسنده , , E.C and Rezaur، نويسنده , , R.B، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2003
  • Pages
    14
  • From page
    295
  • To page
    308
  • Abstract
    Horizontal drains have been commonly used in stabilising unsaturated residual soil slopes. This study examines the effectiveness of horizontal drains in stabilising residual soil slopes against rainfall-induced slope failures under a tropical climate. The study includes field instrumentation at two residual soil slopes complemented with a parametric study relating to drain position. Field monitoring results indicate that rainfall infiltration is limited to a certain depth below which infiltration becomes insignificant. This zone tends to be unsuitable for horizontal drains. Horizontal drains were found to be most effective when located at the base of a slope. The parametric study indicated conditions under which horizontal drains are effective or ineffective in improving the stability of a slope. It was also found that horizontal drains have little role in minimising infiltration in an unsaturated residual soil slope. Benefits of using horizontal drains can be obtained through the lowering of the water table.
  • Keywords
    Pore–water pressure , horizontal drain , Rainfall-induced slope failure , Residual soils , Tensiometer
  • Journal title
    Engineering Geology
  • Serial Year
    2003
  • Journal title
    Engineering Geology
  • Record number

    2345395