The Main Features of Hydraulic Fill Soils and River Dnieper Alluvial Deposits in the Kyiv Region

• Autorzy: Rashchenko Andriy , Dyptan Tatyana , Malyshev Oleg

Identyfikatory

DOI

10.2478/ceer-2020-0051

• Języki publikacji: EN

Abstrakty

EN

The features of the tectonic structure together with the geological and geomorphological zoning of Kyiv city are highlighted in the article. Particular attention is paid to the floodplains of the Dnieper River, which were formed by the hydraulic fill method. As a rule, such sites were created for new constructions and were quickly built up with low rise buildings, the bases of which were made using such hydraulic soils. Completed engineering-geological investigations of sites after hydraulic filling and observation of the base deformation over time allowed setting of the basic regularity and rules for construction on such territories. The ongoing development of the city has also covered these territories, where high-rise buildings, shopping malls, and other buildings are actively being built, and the loads from these must be transferred to reliable bases.

Słowa kluczowe

EN

alluvial deposits; floodplain; sandy soils; tectonic structure; deformations; Kyiv Region

PL

osady aluwialne; równina zalewowa; gleby piaszczyste; budowa tektoniczna; deformacje; region Kijowa

• Wydawca: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego
• Czasopismo: Civil and Environmental Engineering Reports
• Rocznik: 2020
• Tom: Vol. 30, no. 4
• Strony: 72--89
• Opis fizyczny: Bibliogr. 11 poz., fot., rys., tab., wykr.

Twórcy

autor

Rashchenko Andriy

• Kyiv National University of Construction and Architecture

autor

Dyptan Tatyana

• Kyiv National University of Construction and Architecture

autor

Malyshev Oleg

• Kyiv National University of Construction and Architecture

Bibliografia

• 1. Dalmatov, B. 1974. The experience of building and designing buildings on soft and alluvial soils. Materials of the 1st Republic conference about floodplain construction on the alluvial territories of Belarusian Polesie, Homel, 82-89.
• 2. Konovalov, P. and Nikiforova, N. 1980. Investigation of the deformability of heterogeneous alluvial structures. Prospects and economics of construction in alluvial territories, 86-89.
• 3. Konovalov, P. 1985. Recommendations for engineering and geological surveys and designing the foundations of buildings and structures in alluvial areas. Moskow: NIIOSP.
• 4. Slyusarenko, S. 1984. Construction properties of alluvial sandy soils of the territory of the Ukrainian SSR. Kyiv: NIISP.
• 5. Slyusarenko, S. and Stepanenko, G. 1990. Design and installation of foundations on alluvial sandy soils. Kyiv. Budivelnyk.
• 6. http://geoinf.kiev.ua/wp/w/Viewer.php?pr=1&ump=m36-13&fmp=kv_m36-13_1.pdf
• 7. https://uk.wikipedia.org/wiki/Геологічна_карта.
• 8. https://ru.wikipedia.org/wiki/Рельеф_Украины.
• 9. Szajna, W., Sakharov, V., Boyko, I. 2019. Pile tests – 2019. Geotechnical characteristics of the site. Proceedings of Third International Conference "Challenges in Geotechnical Engineering", Zielona Góra, Poland, September, 10–13, 43-48.
• 10. Sakharov, V., Szajna, W., Boyko, I. 2019. In situ Pile tests – 2019 project. Methodology and results. Proceedings of Third International Conference "Challenges in Geotechnical Engineering", Zielona Góra, Poland, September, 10–13, 49-50.
• 11. Kaminsky, V.I. 2009. Features of the design and formation of alluvial territory for the construction of the marine passenger terminal in St. Petersburg. Mining Information and Analytical Bulletin (Scientific and Technical Journal), 1 (12), 444-451.

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)