Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Ya. A. Pronozin"'
Publikováno v:
Construction and Geotechnics. 12:63-71
Nowadays, the role of the majority of professional engineering communities, unfortunately, is devalued in Russia. It does not lead to the required development of engineering activities due to the disunity of individual specialists the lack of motivat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf082cfa563399a6c00610b680c759da
https://doi.org/10.15593/2224-9826/2021.3.07
https://doi.org/10.15593/2224-9826/2021.3.07
Publikováno v:
Вестник Сибирского государственного университета путей сообщения. :108-117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d4b707eadcd767f8c2c2abaed2c906a
https://doi.org/10.52170/1815-9265_2021_59_108
https://doi.org/10.52170/1815-9265_2021_59_108
Publikováno v:
Construction and Geotechnics. 11:69-80
The article presents information about development of the composition of the mortars which are based on cement and sand-cement with the addition of a superplasticizing admixture for performing well crimping during drill-injection piles creation. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a488894bf8281ae60acd1b62489cdc8c
https://doi.org/10.15593/2224-9826/2020.4.06
https://doi.org/10.15593/2224-9826/2020.4.06
Autor:
M. A. Samokhvalov, Ya. A. Pronozin
Publikováno v:
Soil Mechanics and Foundation Engineering. 55:82-86
We study the design of drill-injection piles produced by the cup technology with injection of a solution in the mode of formation of "hydraulic fractures" and the formation of controlled broadening at the end of the pile. On the basis of the analysis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8f7ea84557068c5425d8510c8a32b20
https://doi.org/10.1007/s11204-018-9507-3
https://doi.org/10.1007/s11204-018-9507-3
Publikováno v:
Вестник гражданских инженеров. 14:77-83
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8591801d1f3d8f55c397c3fc5712f9c9
https://doi.org/10.23968/1999-5571-2017-14-3-77-83
https://doi.org/10.23968/1999-5571-2017-14-3-77-83
Publikováno v:
Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations ISBN: 9780429058882
Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations
Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f8221851beafb7c798df11616494fbf
https://doi.org/10.1201/9780429058882-56
https://doi.org/10.1201/9780429058882-56
Publikováno v:
Soil Mechanics and Foundation Engineering. 53:174-179
A way is examined of creating a specified stress-strain state in a pile foundation soil bed by pre-stressing the soil mass. Dependencies are presented for soil bed deformability and settlement on process parameters of bed pre-stressing by a combined
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::570bf9f4d2538f5f77d50438f2a707ee
https://doi.org/10.1007/s11204-016-9382-8
https://doi.org/10.1007/s11204-016-9382-8
Publikováno v:
Soil Mechanics and Foundation Engineering. 51:157-164
Computed behavioral characteristics are presented for a soil bed subject to nonuniform loading, and a computational model and method of controlling interaction between shallow strip foundations and the soil bed with use of strip foundations connected
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82c34db9434e68ba439a05275dbd7dc4
https://doi.org/10.1007/s11204-014-9272-x
https://doi.org/10.1007/s11204-014-9272-x
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 481:012017
The actual issues of expanding the field of application of foundations for high-rise buildings are considered. Traditional foundations are not always effective on construction sites composed of normally and strongly compressible soils; thus, in certa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e56292acbe46a49923c6a00b7bc7e481
https://doi.org/10.1088/1757-899x/481/1/012017
https://doi.org/10.1088/1757-899x/481/1/012017
Publikováno v:
Soil Mechanics and Foundation Engineering. 49:119-123
Interaction between a large-scale model of a combined pile-shell foundation with a clayey soil bed is examined under field conditions. The influence exerted on the change in the stress-strain state of the soil bed by prestressing of the soil after pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::577117b0e85807478af00931680e94ae
https://doi.org/10.1007/s11204-012-9178-4
https://doi.org/10.1007/s11204-012-9178-4