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ENGINEERING GEOLOGY, vol.66, no.3-4, pp.271-281, 2002 (SCI-Expanded)
This paper describes the results of the engineering geological investigations and rock mechanics studies carried out at the proposed Uru Dam site. Analyses were carried out in terms of rock mass classifications for diversion tunnel, kinematic analysis of excavation slopes, permeability of the dam foundation and determination of rock mass strength parameters. Uru Dam is a rock-filled dam with upstream concrete slab. The dam will be built on the Suveri River in the central part of Turkey. The foundation rocks are volcanic rocks, which consist of andesite, basalt and tuff of Neogene Age. Studies were carried out both at the field and the laboratory. Field studies include engineering geological mapping, intensive discontinuity surveying, core drilling, pressurized water tests and sampling for laboratory testing. Uniaxial, triaxial and tensile strength tests were performed and deformation parameters, unit weight and porosity were determined on the intact rock specimens in the laboratory. Rock mass strength and modulus of elasticity of rock mass are determined using the Hoek-Brown empirical strength criterion. Rock mass classifications have been performed according to RMR and Q systems for the diversion tunnel. Engineering geological assessment of the proposed dam and reservoir area indicated that there will be no foundation stability problems. Detailed geotechnical investigations are required for the final design of the dam. (C) 2002 Elsevier Science B.V. All rights reserved.