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Engineering geological appraisal of the Sulakyurt dam site, Turkey

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dc.contributor.author Ozsan, A
dc.contributor.author Ocal, A
dc.contributor.author Akin, M
dc.contributor.author Basarir, H
dc.date.accessioned 2022-10-19T11:24:44Z
dc.date.available 2022-10-19T11:24:44Z
dc.date.issued 2007
dc.identifier.uri http://hdl.handle.net/11616/83030
dc.description.abstract This paper discusses the engineering geological investigations, diversion tunnel support design and slope stability assessment studies carried out at the Sulakyurt dam site, northeast of Ankara, Turkey. The Sulakyurt dam will be used for flood flow control and water storage for irrigation. Engineering geological mapping, discontinuity surveys, core drilling, water absorption and laboratory tests were undertaken. The RMR, Q and GSI approaches were used to estimate the rock mass quality, site characteristics, rock mass parameters and appropriate tunnel support elements. The results of kinematic and limit equilibrium analyses for the slopes on the right and left banks are reported.
dc.description.abstract C1 Ininu Univ, Dept Mineral Engn, TR-44280 Malatya, Turkey.
dc.description.abstract Ankara Univ, Fac Engn, Dept Geol Engn, TR-06100 Ankara, Turkey.
dc.description.abstract Gen Direct Bank Prov, Ankara, Turkey.
dc.source BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
dc.title Engineering geological appraisal of the Sulakyurt dam site, Turkey


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