Zobrazeno 1 - 10
of 69
pro vyhledávání: '"ZAVEN TER-MARTIROSYAN"'
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 17, Iss 2 (2021)
This article discusses the formulation and solution of the problem of the interaction of a long pile with the surrounding multilayer and underlying soils, taking into account the rheological properties of the surrounding soil mass. The creep process
Externí odkaz:
https://doaj.org/article/c51d3bc2589943ef9fc44192e6013ae2
Publikováno v:
News of higher educational institutions. Construction. :28-37
Publikováno v:
XV International Scientific Conference “INTERAGROMASH 2022” ISBN: 9783031214318
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aabd49b9abd1c6a722a314f691ea0c4b
https://doi.org/10.1007/978-3-031-21432-5_257
https://doi.org/10.1007/978-3-031-21432-5_257
Publikováno v:
AIP Conference Proceedings.
Publikováno v:
XV International Scientific Conference “INTERAGROMASH 2022” ISBN: 9783031214318
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1de0c0fe76fd3a1316f1c2d0db8b8734
https://doi.org/10.1007/978-3-031-21432-5_336
https://doi.org/10.1007/978-3-031-21432-5_336
Autor:
Zaven Ter-Martirosyan, Ivan Luzin
Publikováno v:
AIP Conference Proceedings.
Publikováno v:
Vestnik MGSU, Vol 16, Iss 9, Pp 1182-1190 (2021)
Introduction. The overwhelming majority of construction areas are characterized by difficult engineering and geological conditions, represented by the presence of weak soils at the base. There are construction sites on which a large thickness of fill
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:190-195
The article shows that if the model proposed by A. Z. Ter-Martirosyan is used to describe shear deformations in a soil medium, and the Kelvin-Voigt model is used to describe volume deformations, the calculated settlement-time dependence is nonlinear
Publikováno v:
Vestnik MGSU, Vol 16, Iss 5, Pp 608-614 (2021)
Introduction. When the footing is embedded in loose clayey soils, buildings may settle down for a long period of time. The projected settlement period is of great importance for the design of foundations designated for such soils. Therefore, the appr
Publikováno v:
Vestnik MGSU, Vol 16, Iss 4, Pp 463-472 (2021)
Introduction. In case of brief exposure to static loads or dynamic loads, in conditions of absence of drainage, distribution of total stresses between the skeleton of soil and pore gas-containing water should be taken in account. The situation of the