Zobrazeno 1 - 10
of 58
pro vyhledávání: '"Ter-Martirosyan Zaven"'
Publikováno v:
E3S Web of Conferences, Vol 410, p 02033 (2023)
In this paper, an analytical solution to the problem of the interaction of a pile-slab foundation with a 2-layer elastic soil basement is proposed. A new method was proposed to take into account the nonlinearity of soils in an elastic formulation. Th
Externí odkaz:
https://doaj.org/article/763ec87f39d74672a00ec6cc39bfd353
Publikováno v:
E3S Web of Conferences, Vol 363, p 02005 (2022)
The article provides a comparative assessment of methods for calculating the sediment of foundations of finite width with and without taking into account the horizontal movements of layers, as well as taking into account the self-weight of layers. As
Externí odkaz:
https://doaj.org/article/c0123163111e42fda922a3813c92b500
Publikováno v:
E3S Web of Conferences, Vol 263, p 03014 (2021)
When calculating of the moisture transport in concrete of such geotechnical structures as a pile or diaphragm wall, contact with soil is forming the special boundary conditions. If the soil is in the full saturated state, then the Darcy’s law shoul
Externí odkaz:
https://doaj.org/article/a8ab5fed2c62475385a4cfc0164adf28
Publikováno v:
E3S Web of Conferences, Vol 97, p 04070 (2019)
The article specifies the formulation and solution of problems on the interaction of a long incompressible and compressible pile with the surrounding and underlying subgrade firm soil by an analytical method. It is indicated, that there is the signif
Externí odkaz:
https://doaj.org/article/3490366421d644e5804d09cecd578e58
Publikováno v:
E3S Web of Conferences, Vol 97, p 04024 (2019)
Construction of industrial and civil buildings, taking into account the dynamic effects on the foundations, requires special experiments on the mechanical properties of soils. This article presents the results of studying the dynamic properties of co
Externí odkaz:
https://doaj.org/article/169deba6e28842eaa176230cfc82c49d
Autor:
Ter-Martirosyan Zaven, Sidorov Vitalii
Publikováno v:
MATEC Web of Conferences, Vol 196, p 03019 (2018)
In process of designing foundations of circular form in plane, as well as bored piles of circular cross section, there is important to quantify the stress-strain state and the bearing capacity of the soils interacted with the foundations, as well as
Externí odkaz:
https://doaj.org/article/93c103197a3c4fba9bbbc65aaee903d5
Autor:
Ter-Martirosyan Zaven, Sidorov Vitalii
Publikováno v:
MATEC Web of Conferences, Vol 251, p 02030 (2018)
The article is devoted to the stability determining of the slopes, near which are being carried out works on the construction of the foundation of an automobile overpass. The methods of determining the landslide pressure on the retaining structures,
Externí odkaz:
https://doaj.org/article/3aa9e893e6c84a26ac4cb1f31f3df185
Autor:
Ter-Martirosyan Zaven, Luzin Ivan
Publikováno v:
MATEC Web of Conferences, Vol 251, p 04040 (2018)
The article presents the results of a comprehensive research of the dynamic impacts on a modified base. The modified base was obtained as a result of compensatory injection at the experimental site for the accident recovery at the hydraulic engineeri
Externí odkaz:
https://doaj.org/article/0799c0d55ff34471a4ade6617c50b98d
Autor:
Ter-Martirosyan Zaven, Luzin Ivan
Publikováno v:
MATEC Web of Conferences, Vol 196, p 03020 (2018)
The article presents the formulation and solution of the problem in the interaction of a pile with a two-layered base, the upper layer of which settles due to the moistening by the filtrational flow (Darcy's law) or moisture transfer (Fick's law), an
Externí odkaz:
https://doaj.org/article/169cf7d505bc4eb489f0e9bd2361cb35
Publikováno v:
MATEC Web of Conferences, Vol 117, p 00167 (2017)
In the design of foundations for buildings and structures of various purposes, including improved risk, weak water-saturated clay soils with low mechanical characteristics are often found on a construction site. One of the possible ways of using them
Externí odkaz:
https://doaj.org/article/6cbea7ca1dc7469d8d55a0e846057637