Zobrazeno 1 - 10
of 66
pro vyhledávání: '"Armen Ter-Martirosyan"'
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 19, Iss 2 (2023)
As a result of active development of Moscow underground space, as well as due to the increased density of urban development, it is necessary to forecast additional displacements of surrounding buildings from new construction in order to prevent emerg
Externí odkaz:
https://doaj.org/article/f7087920a3624943b2a4124bbedd294e
Publikováno v:
Buildings, Vol 12, Iss 7, p 1028 (2022)
This research investigates the mechanical properties of soil-cement specimens ranging from ultrasmall to large values of shear strain at dynamic loading. The nonlinear behavior of soil cement exposed to dynamic loading in a wide range of changing she
Externí odkaz:
https://doaj.org/article/069e4eff1d3e4041bb3eba13217fda31
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:
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
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 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
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:18-24
The analytical solution of the problem of the bearing capacity of the soil base and the foundation settlement of a limited width is presented, considering the soil’s own weight and residual stresses (in the presence of over-compacted soils). The Fl