Zobrazeno 1 - 10 of 10 pro vyhledávání: '"Dmitry Chunyuk"'
3
Analysis of the application efficiency of the slab-pile foundation using the example of a two-layer base
Autor: Dmitry Chunyuk, Serafima Selviyan, Artem Selviyan
Publikováno v: E3S Web of Conferences, Vol 263, p 02034 (2021)
The purpose of this work was to determine the increase of the limit load when resting the foundation slab on the ground at a different pitch of piles and their different length. The main task is to calculate the combined pile-slab foundation. The hyp
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::354f22a0089289455f46bb07b05e3d57
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/39/e3sconf_form2021_02034.pdf
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4
Investigation of compacted sandy soils properties at base of buildings and structures
Autor: Dmitry Chunyuk, Olga Kopteva, Serafima Selviyan, Artem Selviyan
Publikováno v: E3S Web of Conferences. 363:02010
Based on the data of physical and mechanical properties of soils obtained at various construction sites in Moscow, the article discusses in detail the issues of soil compaction and determination of bearing capacity. The article describes various meth
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::fe0abb5cc6239f0e5f99899db485755e
https://doi.org/10.1051/e3sconf/202236302010
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6
The modeling of the «diaphragm wall» with the anchor without the use of distribution beams
Autor: Dmitry Chunyuk, Dmitrii Pekin, Evgeniy Morozov, Vladimir Znamenskiy
Publikováno v: E3S Web of Conferences, Vol 97, p 04021 (2019)
The article describes the features of modeling monolithic trench “diaphragm wall” with ground anchors without the use of distribution beams on the progressive collapse caused by the failure of one of the anchors. In the simulation of the above ca
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d63fb6219b33ba8c05d2f88d5ad71785
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/23/e3sconf_form2018_04021.pdf
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7
Determination of the characteristics of compacted sandy soils by field and laboratory methods
Autor: Dmitry Chunyuk, Olga Kopteva
Publikováno v: Journal of Physics: Conference Series. 1928:012026
Nowadays, it is a common practice to erect buildings and structures on base soils, which were previously compacted in various ways. During this process, the physical and mechanical properties of the following base soils are changed in order to increa
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6cc7e6bc48865e71ab1bbb39c3ff0e82
https://doi.org/10.1088/1742-6596/1928/1/012026
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8
Construction Specifics of Oil Tanks with a Capacity of 20,000m3 on Large Strata of Collapsible Loess Soils
Autor: Dmitry Chunyuk, Mark Abelev, Olga Kopteva
Publikováno v: IOP Conference Series: Materials Science and Engineering. 1030:012042
The article presents experience in compaction of a large stratum of collapsible loess soils (type II collapsibility) during the construction of 4 metal tanks with a capacity of 20,000 m3.
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::0b2add204d987c24db90e4238d2c9be5
https://doi.org/10.1088/1757-899x/1030/1/012042
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9
Footings of Residential Buildings, Erected on Clay Soils with Organic Content
Autor: Dmitry Chunyuk, Olga Kopteva
Publikováno v: MATEC Web of Conferences, Vol 196, p 03015 (2018)
In the proposed article the author examines issues determining physical and mechanical soils with organic matter content. Conditional definitions of organic soils depending on the value of the relative organic content matter are determined. The bioge
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7672bc68de29716ac1a2dd06043878f2
https://doaj.org/article/a1907b9166914d95b3b0a5d45861a0cd
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