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    Survey the Change of Phreatic Line Position in the First Filling of Earth Dams until Steady State Seepage

    , M.Sc. Thesis Sharif University of Technology Razi, Arezoo (Author) ; Jafarzadeh, Fardin (Supervisor)
    Abstract
    Since seepage-related problems account for the cause of more than forty percent of dam failure seepage analysis serves as one of the most significant stage in the design process of an embankment dam. Currently a steady seepage analysis in a typical or maximum cross section of the dam is formed instead of transient seepage analysis for simplicity. In this way, for the change of condition (unsaturated to saturated) in the first filling of dams and it’s effects on behavior and reaction of dams until the steady seepage condition established; the results of steady seepage analysis cannot be satisfactory. In this thesis, based on finite element method and with assumption of saturated-unsaturated... 

    Piping Dam Breach Physical and Numerical Modelling Evaluation

    , M.Sc. Thesis Sharif University of Technology Seyed Raoufi, Arian (Author) ; Jafarzadeh, Fardin (Supervisor)
    Abstract
    In past few centuries , dams have been always a crucial part of human life . Using dams for agriculture and supplying water for people , has made them a valuable asset for countries . So evaluating dam safety and dam breach properties is so important. This issue is a geotechnical , structural and hydrological matter. Safety of earth dams could be threatened due to dam body breach caused by overtopping or pipping, during heavy floods, strong ground motions or any structural damage or defection. As in previous studies , calculating the final geometrical breach properties and time of failure was the main goal , we tried to connect this characteristics and find the relation of time and breach...