Slope Stability Analysis of Haditha Dam after Earthquake using Geo-Studio Software
نویسندگان
چکیده
The current study is designed to analyze theslope stability of Haditha damwhich an earth-fill dam constructed on the Euphrates River in middle-west Iraq. Finite element modeling was used present combined seepage and post-earthquake slope earth dam. maximum water level a steady case considered evaluate seepage. - Three different levels (maximum, normal, minimum) were applied, nine equilibrium limits upstream downstream slopes with three horizontal accelerations.The input data given software are geometry its material properties earthquake records year2019.The investigated by considering reservoir be at maximum, minimum normal actual design. It concluded that safe side terms even though change earthquake's conditions
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ژورنال
عنوان ژورنال: Ma?allat? al-handasat? wa-al-tikn?l??iy?
سال: 2021
ISSN: ['1681-6900', '2412-0758']
DOI: https://doi.org/10.30684/etj.v39i4a.1909