Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Luzin Ivan"'
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
Autor:
Luzin Ivan, Ermoshina Lyubov
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
Externí odkaz:
https://doaj.org/article/05ef6713f74c475fbb1f0f863dec3c1b
Autor:
Ter-Martirosyan, Zaven, Luzin, Ivan
Publikováno v:
AIP Conference Proceedings; 2023, Vol. 2497 Issue 1, p1-6, 6p
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 Armen, Luzin Ivan
Publikováno v:
MATEC Web of Conferences, Vol 196, p 03018 (2018)
The article presents experimental and theoretical bases of overconsolidated soils deformation. The effect of preliminary soil compaction on its deformation under conditions of compression is shown. Based on this dependence, a method is proposed for c
Externí odkaz:
https://doaj.org/article/5bf40b124c7f48ad89f5af624d1be0cc
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 00166 (2017)
The paper describes the formulation and solution of problems for the quantitative evaluation of settlements and bearing capacity of rectangular and circular foundation slabs constructed on the base with deformation (K, G or E, ν) properties of conti
Externí odkaz:
https://doaj.org/article/b06f1a44c5d7429792406711c6f33cc2
Publikováno v:
Vestnik MGSU, Iss 8, Pp 832-838 (2017)
В статье описаны постановка и решение задач по количественной оценке осадок фундаментов с учетом горизонтальных перемещений грунтов о
Autor:
Ter-Martirosyan Zaven Grigor’evich, Ter-Martirosyan Armen Zavenovich, Trinh Tuan Viet, Luzin Ivan Nikolaevich
Publikováno v:
Vestnik MGSU, Iss 5, Pp 52-61 (2015)
When a long pile is interacting with the soil, the combined force applied to the pile head is distributed among the side face and the pile toe inhomogeneously. The toe gets not more than 30 % from the general force, which doesn’t let using the rese
Autor:
Andreev, V., Matseevich, T., Ter-Martirosyan, A., Adamtsevich, A., Ter-Martirosyan, Zaven, Luzin, Ivan
Publikováno v:
MATEC Web of Conferences; 8/16/2018, Vol. 196, pN.PAG-N.PAG, 8p