Zobrazeno 1 - 5
of 5
pro vyhledávání: '"G. E. Agakhanov"'
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 50, Iss 2, Pp 160-168 (2023)
Objective. Solving the issues of reliability, durability and efficiency of buildings and structures is inextricably linked with the behavior of soils in their foundations. In order to establish a more realistic behavior of soils, the paper considers
Externí odkaz:
https://doaj.org/article/e38fb89aced740e9a632051a6591b8d5
Autor:
G. E. Agakhanov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 42, Iss 3, Pp 16-26 (2016)
Aim.The article is devoted to solving the problem of finding metodoa seal a two phase soil layer under compression compression uniformly distributed load.Methods.On estimated model of a continuous isotropic body with linear and hereditary creep in ca
Externí odkaz:
https://doaj.org/article/0dc9966315c94e508d16dfd778ae5bca
Autor:
G. E. Agakhanov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 36, Iss 1, Pp 8-16 (2016)
For the water-saturated two-phase soil environment with the properties changing in time within a continuous isotropic body with linearly - hereditary creep executed mathematical modeling of influence of steam pressure upon soil. The new settlement mo
Externí odkaz:
https://doaj.org/article/4e5f149b611e4e37baa89b4b21d145cb
Autor:
G. E. Agakhanov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 38, Iss 3, Pp 8-15 (2016)
Using the fictitious settlement schemes based on equivalence of influences in mechanics of a deformable solid body the intense deformed states are received for the beam on two support which is under the influence of mass forces; the rotating thin rou
Externí odkaz:
https://doaj.org/article/286a4690c34e4e5cba6ca953b2f80497
Autor:
G. E. Agakhanov
Publikováno v:
Vestnik Dagestanskogo Gosudarstvennogo Tehničeskogo Universiteta: Tehničeskie Nauki, Vol 38, Iss 3, Pp 8-15 (2016)
Using the fictitious settlement schemes based on equivalence of influences in mechanics of a deformable solid body the intense deformed states are received for the beam on two support which is under the influence of mass forces; the rotating thin rou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a0ac1f825537ff08ae67766a66eaf1a8
https://doi.org/10.21822/2073-6185-2015-38-3-8-15
https://doi.org/10.21822/2073-6185-2015-38-3-8-15