Dynamic Analysis of Middle Awash Multi-purpose Dam

dc.contributor.advisorKemal, Asie(PhD)
dc.contributor.authorMulat, Yared
dc.date.accessioned2018-07-26T12:07:54Z
dc.date.accessioned2023-11-11T08:32:12Z
dc.date.available2018-07-26T12:07:54Z
dc.date.available2023-11-11T08:32:12Z
dc.date.issued2015
dc.description.abstractIn this dynamic analysis research, Middle Awash high dam which is located in Ethiopian rift valley seismic zone is analyzed for pre and post earthquake stability and permanent deformations due to earthquake loads. The dynamic analysis is done adopting three elsewhere recorded earthquake time histories, which have different period and duration. Applying these seismic shocks and using the Newmark deformation method, it is found that the induced deformations do not require additional extension of dam or cumber height. The upstream and downstream slopes showed sufficient performance against sliding. The upstream section steepening is found to be more economical, yet achieving the minimum required factors of safety for static and post earthquake sliding failure. The thick alluvium foundation of the dam is found to liquefy immediately after the design base earthquake started. The pseudo-static seismic analysis recommends uneconomical dam section modification. The Finite Element and Limit Equilibrium Methods shown to be conservative in calculating sliding factor of safety for downstream and upstream slopes, respectively. Key words: Maximum credible earthquake, Design base earthquake, Finite element method, Limit equilibrium method, Permanent deformation and Liquefaction.en_US
dc.identifier.urihttp://etd.aau.edu.et/handle/12345678/10121
dc.language.isoenen_US
dc.publisherAddis Ababa Universityen_US
dc.subjectMaximum credible earthquakeen_US
dc.subjectDesign base earthquakeen_US
dc.subjectFinite element methoden_US
dc.subjectLimit equilibrium methoden_US
dc.subjectPermanent deformation and Liquefactionen_US
dc.titleDynamic Analysis of Middle Awash Multi-purpose Damen_US
dc.typeThesisen_US

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