Zobrazeno 1 - 7
of 7
pro vyhledávání: '"A S Almakaeva"'
Publikováno v:
Applied Sciences, Vol 14, Iss 17, p 8064 (2024)
Most of the existing methods of pile settlement calculation, including normative methods, do not fully take into account the processes occurring in the soil when loads are transferred to them and the changes in the properties of the contact zone soil
Externí odkaz:
https://doaj.org/article/15812f8159924e9e97d76722641909f9
Comparative Analysis of Domestic and Foreign Methods for Processing Tests for Torsional Shear Device
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031108525
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e7560b8e0811e7ffe566808ad75a83e
https://doi.org/10.1007/978-3-031-10853-2_49
https://doi.org/10.1007/978-3-031-10853-2_49
Publikováno v:
Vestnik MGSU, Vol 15, Iss 12, Pp 1644-1653 (2020)
Introduction. Redundant strain arises in buildings and structures in areas of construction work influence caused by the deep bore tunneling performed by tunnel boring machines. The strain analysis must include an excess excavation ratio that depends
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2144ca83fcc0bf2a8040f32beeb52ce1
https://doaj.org/article/a4d4476a188f494ab83bc16c0b5d9942
https://doaj.org/article/a4d4476a188f494ab83bc16c0b5d9942
Publikováno v:
Journal of Physics: Conference Series. 1928:012028
Rasskazov L.N., Bestuzheva A.S., Sainov M.P., CHernysh A.S., Francesco Castelli and many others were engaged in studies of the stability of slopes under seismic impact. The paper considers numerical methods for assessing the seismic stability of emba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f93ab7a87ab9a96401d23055a7ee172
https://doi.org/10.1088/1742-6596/1928/1/012028
https://doi.org/10.1088/1742-6596/1928/1/012028
Publikováno v:
Journal of Physics: Conference Series. 1928:012021
Introduction: During constructing tunnels by trenchless method using the shield driving method soil surface subsides. Buildings and structures which fall into the zone of influence of new construction receive additional settlements. To determine it i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aafdbb88fcb30db0dc76708151492677
https://doi.org/10.1088/1742-6596/1928/1/012021
https://doi.org/10.1088/1742-6596/1928/1/012021
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 687:044040
The article is devoted to determining the influence of the strength reduction factor on the interaction that occurs between the soil mass and underground structures. The objectives of this paper are the study of the strength characteristics at the co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e68b8058d3898265a2ae768d37b04ce
https://doi.org/10.1088/1757-899x/687/4/044040
https://doi.org/10.1088/1757-899x/687/4/044040
Publikováno v:
E3S Web of Conferences, Vol 97, p 04042 (2019)
The article discusses the interaction of concrete structures with the soil, made on the basis of laboratory tests and numerical simulation. The objectives of the study were to obtain the strength characteristics at the contact of two different materi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2d86f1f37d25343367afcba05f5b3f3
https://doi.org/10.1051/e3sconf/20199704042
https://doi.org/10.1051/e3sconf/20199704042