• DocumentCode
    3030470
  • Title

    The Research on the Finite Element Seepage Calculation of Earth Dam Considering the Effect of Unsaturated Region

  • Author

    Ma Chengcheng ; Li Shouyi ; Wu Liya

  • Author_Institution
    Fac. of Water Resources & Hydraulic Power, Xi´an Univ. of Technol., Xi´an, China
  • fYear
    2013
  • fDate
    29-30 June 2013
  • Firstpage
    1532
  • Lastpage
    1534
  • Abstract
    In the traditional earth dam seepage calculation, the permeability coefficient of saturated soil is considered as fixed value. Actually, the seepage of earth dam carries out unsaturated characteristics. The permeability coefficient of unsaturated soil is a nonlinear function which is closely related to volumetric water content and pore water pressure. Based on the saturated-unsaturated soil seepage calculation theory and considering the effects of unsaturated region on the seepage field, seepage finite element calculations and researches of one earth dam have been done in this paper. The results show that the study of the earth dam finite element calculation which considers the effects of unsaturated soil seepage can get more accurate and reasonable seepage field calculation results.
  • Keywords
    dams; finite element analysis; geotechnical engineering; permeability; soil; structural engineering; earth dam finite element calculation; earth dam seepage calculation; finite element seepage calculation; nonlinear function; pore water pressure; saturated soil permeability coefficient; saturated-unsaturated soil seepage calculation theory; seepage field calculation; unsaturated region; volumetric water content; Earth; Finite element analysis; Mathematical model; Permeability; Soil; Water; Water resources; earth dam; finite element; seepage calculation; unsaturated region;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Digital Manufacturing and Automation (ICDMA), 2013 Fourth International Conference on
  • Conference_Location
    Qingdao
  • Type

    conf

  • DOI
    10.1109/ICDMA.2013.368
  • Filename
    6598292