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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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Autor principal: M.P. Sainov
Formato: Artigo
Idioma:Inglês
Publicado em: Peter the Great St. Petersburg Polytechnic University 2016-10-01
Colecção:Инженерно-строительный журнал
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Acesso em linha:http://engstroy.spbstu.ru/eng/index_2016_03/02.html
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