Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Vitalii Sidorov"'
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
Autor:
Vitalii Sidorov, Evgeny Sobolev
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030799823
This paper contains a solution to the problem of interaction of a long pile with an elastoplastic two-layer soil mass. To determine the stress–strain state, an analytical solution and a finite element method are used. It is shown that the load tran
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f9cf4ed1d948e08a3168a41a66d5f37
https://doi.org/10.1007/978-3-030-79983-0_21
https://doi.org/10.1007/978-3-030-79983-0_21
Publikováno v:
Vestnik MGSU. :697-708
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27dc3eea26c7d44584d219663d71f712
https://doi.org/10.22227/1997-0935.2018.6.697-708
https://doi.org/10.22227/1997-0935.2018.6.697-708
Publikováno v:
Vestnik MGSU. :271-281
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a6bc79d31b6cd8a8b4c0bcc7c192a40
https://doi.org/10.22227/1997-0935.2018.3.271-281
https://doi.org/10.22227/1997-0935.2018.3.271-281
Publikováno v:
PNRPU Construction and Architecture Bulletin. 8:78-88
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b73e95702bcefa5fb3bf9fc63b78283e
https://doi.org/10.15593/2224-9826/2017.3.09
https://doi.org/10.15593/2224-9826/2017.3.09
Autor:
Yuliya V. Vanina, Vitalii Sidorov
Publikováno v:
E3S Web of Conferences, Vol 97, p 04051 (2019)
Contrary to the considerable experience of designing, construction and operation of hydraulic construction of the bulwark type, there are still emergencies that exceed the normative values of deformations, displacements, rotation angles, loss of stab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1e348b79005441a8505387aaf31ef53a
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04051.pdf
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04051.pdf
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1030:012037
In this paper, the method of vertical reinforcement of the base with reinforced concrete elements is considered, applied at a real site in Ekaterinburg. The construction site is characterized by difficult engineering and geological conditions due to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea1d95d307048f6a6fed07fc5cf0cb78
https://doi.org/10.1088/1757-899x/1030/1/012037
https://doi.org/10.1088/1757-899x/1030/1/012037
Publikováno v:
E3S Web of Conferences, Vol 263, p 02021 (2021)
The construction of high-rise building and structures has been widely developed recently in Vietnam. Pile foundations are considered one of the most suitable solutions when choosing the foundations for their construction, especially in difficult geol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::96501762d59888c13e3eacb0fd04262e
https://doi.org/10.1051/e3sconf/202126302021
https://doi.org/10.1051/e3sconf/202126302021
Autor:
Vitalii Sidorov, Armen Ter-Martirosyan
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1030:012030
Currently, there is a rapid compaction of urban areas, which inevitably leads to the need for more active and integrated use of the underground space. In conditions of dense urban development, for the construction of underground structures or undergr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4f4441b28afbc7dc5bb7cabaa82ee9c0
https://doi.org/10.1088/1757-899x/1030/1/012030
https://doi.org/10.1088/1757-899x/1030/1/012030
Publikováno v:
Soil Mechanics and Foundation Engineering. 53:166-173
Analytical and numerical solutions are provided for the problem of the interaction between compaction piles and a foundation slab and a surrounding soil cylinder that rests on an incompressible bed, with due regard for the potential expansion of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c68b0ae94e57a8457b8c29f148cde8c0
https://doi.org/10.1007/s11204-016-9381-9
https://doi.org/10.1007/s11204-016-9381-9