Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ivan Luzin"'
Autor:
Zaven Ter-Martirosyan, Ivan Luzin
Publikováno v:
AIP Conference Proceedings.
Autor:
Ivan Luzin
Publikováno v:
Construction and Architecture. 8:33-38
The article presents the issue of correctly calculating the SSC of the foundation bases in the process of compensation grouting. It is shown that the numerical calculation should be performed in two versions: hydrostatic pressure and rear volume stra
Publikováno v:
Soil Mechanics and Foundation Engineering. 55:68-75
This paper presents a Ribera-Filon method-based analytical solution to the plane problem of the theory of elasticity on the stress-strain state (SSS) of a base of finite thickness and width under a uniformly distributed load acting on part of the bas
Publikováno v:
Vestnik MGSU. :832-838
Publikováno v:
PNRPU Construction and Architecture Bulletin. 8:96-103
Autor:
Lyubov Ermoshina, Ivan Luzin
Publikováno v:
E3S Web of Conferences, Vol 97, p 04050 (2019)
The article presents the issue of correctly calculating the SSC of the foundation bases in the process of compensation grouting. It is shown that the numerical calculation should be performed in two versions: hydrostatic pressure and rear volume stra
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1083:012015
This article provides a solution to the problem of the stress-strain state of a soil mass adjacent to a vertical excavation when applying a uniformly distributed load on its surface. The solution of the problem was obtained by the method of trigonome
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1015:012048
This article is devoted to the quantitative assessment of the stress-strain state of finite width foundations, taking into account their induced anisotropy. The article discusses the stress-strain state of a homogeneous base, which acquires the prope
Autor:
Zaven Ter-Martirosyan, Ivan Luzin
Publikováno v:
Construction and Architecture. 4:45-48
The paper presents the formulation and solution of the problem by quantifying precipitation of deep foundations (DF) considering the initial stress state of the soil base and state compaction, the history of its formation – taking into account nonl
Autor:
Ivan Luzin, Zaven Ter-Martirosyan
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