• DocumentCode
    3278475
  • Title

    Analysis of the Impact of Reservoir Water Level Fluctuation on the Stability of Cohesive Colluvial Landslide in the Three Gorges Reservoir Area

  • Author

    Qiang Yang ; Shuhua Pan ; Weicui Ding ; Zhonglin Zhang ; Qiang Li ; Youlong Gao

  • Author_Institution
    Center for Hydrogeology & Environ. Geol., CGS, Baoding, China
  • fYear
    2013
  • fDate
    16-18 Jan. 2013
  • Firstpage
    325
  • Lastpage
    328
  • Abstract
    Based on the test data, survey data and the real-time monitoring data, this paper makes the Tangjiao #1 cohesive landslide in Three Gorges Area to be the research object, analyzing and studying the impact of reservoir water level fluctuation rates on stability of typical cohesive colluvial landslide with the help of the SEEP/W and SLOPE/W of Geoscience software GeoStudio. The results show that the impact of changing reservoir level on reservoir landslide stability is controlled by a variety of factors, including the hydrodynamic pressure, hydrostatic pressure, and uplift force, physical and mechanical properties (c, φ value change) and the stability trend depends on the dominant factor(s).
  • Keywords
    geomorphology; water resources; GeoStudio Geoscience software; Three Gorges Reservoir Area; cohesive colluvial landslide stability; cohesive landslide; hydrodynamic pressure; hydrostatic pressure; mechanical property; physical property; real-time monitoring data; reservoir landslide stability; reservoir water level fluctuation rates; typical cohesive colluvial landslide; uplift force; Data models; Fluctuations; Geology; Reservoirs; Stability analysis; Terrain factors; Cohesive soil; Landslide; Reservoir water level; Stability; Three Gorges Reservoir Area;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-1-4673-4893-5
  • Type

    conf

  • DOI
    10.1109/ISDEA.2012.80
  • Filename
    6456374