Zobrazeno 1 - 10
of 37
pro vyhledávání: '"V. V. Znamenskii"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:93-99
This article presents the results of a numerical analysis of the effect of crushed stone piles on the development of negative friction forces along the lateral surface of a single working pile; the forces are caused by the compaction of the surroundi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d05a05f03a82779e60414d596a47250f
https://doi.org/10.1007/s11204-021-09712-4
https://doi.org/10.1007/s11204-021-09712-4
Publikováno v:
Soil Mechanics and Foundation Engineering. 56:1-6
We present the results of full-scale tests of barretes in the area of future building of a 56-storey residential building in Moscow. These tests were performed with an aim to determine admissible loads caused by the action of soil upon the barretes.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82a726da669ec96ba63df0549244e580
https://doi.org/10.1007/s11204-019-09561-2
https://doi.org/10.1007/s11204-019-09561-2
Autor:
A Ganbold, V V Znamenskii
Publikováno v:
Journal of Physics: Conference Series. 1928:012030
This article presents the results of studying the influence of the enclosing structure of the pit, made according to the technology of the reinforced concrete wall in the ground of the trench type, on the heeling of a high-rise building on a raft fou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a17a9e7750780f54da9d8fe1208b347
https://doi.org/10.1088/1742-6596/1928/1/012030
https://doi.org/10.1088/1742-6596/1928/1/012030
Publikováno v:
Journal of Physics: Conference Series. 1928:012011
An end bearing stone column is one of the most common types of stone columns, which completely penetrates through a layer of soft clay soils, resting on much stiffer soils. This article presents a numerical model (analyses) of the stone column used t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04e3b29b0b25ed08ff2e240b5f832ec4
https://doi.org/10.1088/1742-6596/1928/1/012011
https://doi.org/10.1088/1742-6596/1928/1/012011
Publikováno v:
Soil Mechanics and Foundation Engineering. 58:183-183
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2bef3395d282eea8eb7bb29c4e9876e5
https://doi.org/10.1007/s11204-021-09725-z
https://doi.org/10.1007/s11204-021-09725-z
Autor:
O. M. Hegazy, V. V. Znamenskii
Publikováno v:
Journal of Physics: Conference Series. 1425:012071
This paper presents finite element analyses of negative skin friction on a short single pile, long pile and superlong pile under various conditions. Negative skin friction is a most common problem in designed and construction of pile in a highly comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5247a9797598b1401536a79b6a364aa
https://doi.org/10.1088/1742-6596/1425/1/012071
https://doi.org/10.1088/1742-6596/1425/1/012071
Autor:
V. V. Znamenskii, D. A. Sayed
Publikováno v:
Journal of Physics: Conference Series. 1425:012075
The increase in population in many locations and the value of land has increased significantly. This has made the use of all areas including soft problematic soils inevitable. Due to the lack of bearing capacity of these soils, different methods of s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83c7c58770228005a5ae7421dd798565
https://doi.org/10.1088/1742-6596/1425/1/012075
https://doi.org/10.1088/1742-6596/1425/1/012075
Publikováno v:
Soil Mechanics and Foundation Engineering. 38:112-119
Causes of nonuniform settlement of the building housing the State Historical Museum are examined, and suggestions are developed relative to their stabilization and to prevention of further structural deformation of the building.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::505da5333d85d64332e59a0d30fecc25
https://doi.org/10.1023/a:1012503923316
https://doi.org/10.1023/a:1012503923316
Autor:
V. V. Znamenskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 37:42-45
An engineering procedure is presented for analysis of the tilts of eccentrically loaded pile groups; this procedure accounts for the length of the piles and the spatial flexibility of the foundations. It is based on results of analysis and codificati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ce0e3a3ffb351ea89bb9f5457611a32
https://doi.org/10.1007/bf02469123
https://doi.org/10.1007/bf02469123
Autor:
V. V. Znamenskii
Publikováno v:
Soil Mechanics and Foundation Engineering. 37:35-41
An engineering method is presented for analysis of the bearing capacity of a horizontally loaded pile group on the basis of the resistance of a single pile with a free head; the method accounts for the interaction between piles in the foundation, and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62b479119afffa0d67773ba949b21772
https://doi.org/10.1007/bf02469122
https://doi.org/10.1007/bf02469122