• DocumentCode
    3055869
  • Title

    Experimental study on water conduction of sliding surface in an expansive soil slope

  • Author

    Zhu, Qianlin ; Ren, Wei

  • Author_Institution
    Key Lab. of Coal-based CO2 Capture & Geol. Storage, Xuzhou, China
  • fYear
    2011
  • fDate
    26-28 July 2011
  • Firstpage
    4434
  • Lastpage
    4437
  • Abstract
    Strength of the expansive soil is sensitive to water content, and the strength declines as the water content increasing. The property change of sliding surface is important to the stability of the expansive soil slope. Therefore, the water conduction characteristic of the sliding surface is important to the stability of the slope. We set three observation pits that are 3 m interval along the toe of an expansive soil slope. The water level in the three pits is pronounced different, and an outflow zone of water appears along the toe of the slide slope a period after a rainfall. The experiment indicates a part of rainwater can flow into the slope soil through cracks on the expansive soil slope during and after the rainfall. This part of rainwater flows along the sliding surface in expansive soil slope under the hydraulic gradient, and the water conduction ability along the sliding surface is serious, which may decreases the stability of the expansive soil slope.
  • Keywords
    geotechnical engineering; hydraulic systems; soil; distance 3 m; expansive soil slope; hydraulic gradient; rainwater flows; slide slope; sliding surface; slope soil; water conduction ability; water conduction characteristic; water content; Buildings; Rocks; Soil; Stability analysis; Surface cracks; Thermal stability; Expansive soil; Sliding surface; Slope; Slope stability;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Multimedia Technology (ICMT), 2011 International Conference on
  • Conference_Location
    Hangzhou
  • Print_ISBN
    978-1-61284-771-9
  • Type

    conf

  • DOI
    10.1109/ICMT.2011.6003348
  • Filename
    6003348