Zobrazeno 1 - 10
of 34
pro vyhledávání: '"M.P. Sainov"'
Autor:
M.P. Sainov, V.V. Lubyanov
Publikováno v:
Инженерно-строительный журнал, Vol 73, Iss 5, Pp 96-112 (2017)
Results are considered of systematic study of stress-strain state (SSS) of a seepagecontrol wall arranged in the embankment dam foundation. The following factors affecting the wall SSS were studied: the wall depth, deformation modulus of the wall mat
Externí odkaz:
https://doaj.org/article/b99eb74f3a384a2c9f5b7a1ba79fdd7a
Autor:
M.P. Sainov, F.V. Kotov
Publikováno v:
Инженерно-строительный журнал, Vol 69, Iss 1, Pp 44-55 (2017)
This paper examines the results of numerical simulation of the stress-strain state (SSS) in a rockfill dam 235 m tall, with a massive three-tier grout curtain used as the impervious element. Calculations were done for multiple scenarios that reflecte
Externí odkaz:
https://doaj.org/article/503225ccb18c4880b45cc7ac69a9d4c2
Autor:
M.P. Sainov, O.V. Anisimov
Publikováno v:
Инженерно-строительный журнал, Vol 68, Iss 8, Pp 3-17 (2016)
Methodology and the results of numerical modeling of stress-strain state (SSS) of an earth-rockfill dam are considered, where after a failure of the clay core there was created a new seepagecontrol element presented by a clay-cement concrete wall. Ca
Externí odkaz:
https://doaj.org/article/1468ae8ff3a7461ea63481af17ba5eb2
Autor:
M.P. Sainov
Publikováno v:
Инженерно-строительный журнал, Vol 64, Iss 4, Pp 3-9 (2016)
The paper considers results of stress-strain state analysis for a 87 m high rockfill dam that is located in the layer of soil foundation and has a combined seepage-control element. In the lower part of the dam as well as in its foundation there is fi
Externí odkaz:
https://doaj.org/article/cc0812e5e0fd4949b7fdf22f6207de53
Autor:
M.P. Sainov
Publikováno v:
Инженерно-строительный журнал, Vol 63, Iss 3, Pp 16-39 (2016)
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 compr
Externí odkaz:
https://doaj.org/article/b12160f0ffc048749c7229a8ec478ff7
Autor:
M.P. Sainov
Publikováno v:
Инженерно-строительный журнал, Vol 57, Iss 5, Pp 20-33 (2015)
This article analyzes the results of numerical modeling of the stress-strain state (SSS) of a grout curtain carried out by the cut-off wall method in the dam foundation and body of the Yumaguza hydroelectric complex. On the river channel section the
Externí odkaz:
https://doaj.org/article/36094c6e00ec476099227610c73273d7
Autor:
M.P. Sainov, I.L. Bogatyrev
Publikováno v:
CONFERENCE MATERIALS.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::639c7aa422e5570593bd07c13ae09789
https://doi.org/10.18411/spc-22-07-2019-03
https://doi.org/10.18411/spc-22-07-2019-03
Publikováno v:
CONFERENCE MATERIALS.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2c9b31a773dcecb4fa5e4aec4c44ce0
https://doi.org/10.18411/spc-22-07-2019-02
https://doi.org/10.18411/spc-22-07-2019-02
Periodical
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Akademický článek
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