Abstract
This paper discusses the Khudoni hydroelectric station. The selection of the type and site of the dam are described. A plan of the hydro development with the chosen concrete arch dam is shown. Engineering-geologic and seismotectonic conditions of the chosen site are examined. Two types of design were examined for the arch dam, and they are described. Structural elements of the dam are discussed as is reinforcement, stress-strain state, underground contour and outlet works.
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