Impact of dam site configuration on 3D stress-strain state of concrete faced rockfill dam

The article deals with the results of numerical modeling of the 3D stress-strain state (SSS) of a 100 m high dam with reinforced concrete face. It is shown that at the location of the dam in a gorge of any shape, the reinforced concrete face is compressed in the direction from one side to the other...

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Bibliographic Details
Main Author: M.P. Sainov
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2016-10-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:http://engstroy.spbstu.ru/eng/index_2016_03/02.html