• DocumentCode
    2101525
  • Title

    Sdudy on stability and prevention and cure project of Dangjiaba landslide in Xunyang

  • Author

    Changfu, Wu ; Zhenying, Zhang ; Kaifu, Liu ; Xuemei, Liu

  • Author_Institution
    College of Architecture & Engineering, Zhejiang Sci-Tech University, Hangzhou, China
  • fYear
    2010
  • fDate
    4-6 Dec. 2010
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Dangjiaba landslide in Xunyang under natural condition is stable, whose surface locally exists shallow slipping signs. Currently, the slope toe is excavated because of real estate development. So, many tensile cracks are produced from these artificial engineering actions. Cracks existing at both sides of slope surface tend to cut-through, which illustrates the critical situation of the landslide. Then, the emergency measure such as weighting at toe of slope and sealing these cracks is taken. And the surveying, stable estimation and prevention-cure design are done. This landslide is typically triggered by human being, whose slip mode is pull-type. There exist the important power and communication facilities on the slope, so the anti-slip pile is considered. Aiming to be taken warning by hither engineering in this area.
  • Keywords
    Educational institutions; Estimation; Geology; Soil; Stability analysis; Surface cracks; Terrain factors; landslide; limit equilibrium method; slip surface; stability;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Information Science and Engineering (ICISE), 2010 2nd International Conference on
  • Conference_Location
    Hangzhou, China
  • Print_ISBN
    978-1-4244-7616-9
  • Type

    conf

  • DOI
    10.1109/ICISE.2010.5689360
  • Filename
    5689360