• Volume
    21
  • Year
    2015
  • Page
    376-383
  • Source
    Journal of Civil Engineering and Management
  • Format Published
    PDF
  • Descriptors

    strip footing , geotextile reinforcement , sand slope , bearing capacity

  • Abstract
    This study evaluated the effects of single, double, and triple reinforcing layers on the bearing capacity ratio (BCR) of strip footing on a sand slope system. Seventy-two laboratory-loading tests were conducted on a stripfooting model on a reinforced sand slope. Moreover, this study illustrated the effects of the different parameters of two reinforcing layers on the bearing capacity of a double-reinforced sand slope. The BCR increased from 1.06 to 3.00 for single-reinforced slope soils, 1.09 to 7.73 for double-reinforced slope soils, and up to 8.00 for three-layered reinforced systems. For double-reinforced soil slopes, the most effective spacing between the two reinforcing layers is 0.3 B.
  • Call. No.
    EA 117
  • IndexDate
    1397/11/13
  • Indexer
    Dashagha
  • Title of Article

    BEHAVIOR OF STRIP FOOTING ON REINFORCED SAND SLOPE

  • RecordNumber
    119
  • Issue/Number
    3
  • Author/Authors

    Altalhe, Enas B. , Taha, Mohd Raihan , Abdrabbo, Fathi M.

    • Link To Document
    https://library.iut.ac.ir/dl/search/default.aspx?Term=119&Field=0&DTC=150