AbstractAbout AuthorsReferences
The task of ensuring reliable operation of existing buildings is an urgent problem in modern geotechnical construction. As a rule, the foundations of any building and structure, due to their operation in difficult conditions, are subject to groundwater, freezing and thawing, and other negative impacts. In order to reduce the negative effects on them, as a rule, the working project provides for horizontal and vertical waterproofing. After the time has elapsed, these elements often fail, partially or completely terminating the originally set parameters to exclude soaking of foundations. This is especially true for objects of cultural heritage (OСH), because the requirements for trouble-free operation are increased. The article deals with one of the cases of technical inspection of the foundations of the building of the Chuvash Drama Theater.
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Director (This email address is being protected from spambots. You need JavaScript enabled to view it.);
S.N. SOKOLOV2, Directoe, LLC “Stroitel Forst”;
A.N. SOKOLOV2, Director for construction (This email address is being protected from spambots. You need JavaScript enabled to view it.)
S.N. SOKOLOV2, Directoe, LLC “Stroitel Forst”;
A.N. SOKOLOV2, Director for construction (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 Chuvash State University named after I.N. Ulyanov (15, Moskovsky Avenue, Cheboksary, 428015, Chuvash Republic, Russian Federation)
2 LLC NPF “FORST (109a, Kalinina Street, Cheboksary, 428000, Chuvash Republic, Russian Federation)
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14. Sokolov N.S. One of the cases of strengthening the base of a deformed landslide protection retaining wall. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 12, pp. 23–27. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2021-12-23-27
2. Grozdov V.T. Priznaki avariinogo sostoyaniya nesushchikh konstruktsii zdanii i sooruzhenii [Signs of an emergency condition of load-bearing structures of buildings and structures]. Saint Petersburg: KN+. 2000. 48 p.
3. Polishchuk A.I., Semenov I.V. Design of reinforcement of foundations of reconstructed, restored buildings using piles. Construction and Geotechnics. 2020. Vol. 11. No. 4, pp. 33–45. (In Russian).
4. Gotman N.Z., Safiullin M.N. Calculation of reinforcement by piles of the slab foundation of the reconstructed building. Osnovaniya, fundamenty i mekhanika gruntov. 2022. No. 4, pp. 2–6. (In Russian).
5. Polishchuk A.I., Petukhov A.A. Methods of strengthening foundations and building structures of the basement of reconstructed, restored buildings. Vestnik Permskogo natsional’nogo issledovatel’skogo politekhnicheskogo universiteta. Stroitel’stvo i arkhitektura. 2018. Vol. 9. No. 1, pp. 42–51.(In Russian).
6. Aigumov M.M., Aslanbegov A.I. Technologies for strengthening the foundations of emergency and reconstructed. Resursoenergoeffektivnye tekhnologii v stroitel’nom komplekse regiona. 2019. No. 11, pp. 328–332. (In Russian).
7. Ilichev V.A., Konovalov P.A., Nikiforova N.S., Bulgakov L.A. Deformations of the Retaining Structures Upon Deep Excavations in Moscow. Proc. Of Fifth Int. Conf. on Case Histories in Geotechnical Engineering, April 3–17. New York, 2004, pp. 5–24.
8. Ilichev V.A., Mangushev R.A., Nikiforova N.S. Experience of development of russian megacities underground space. Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2, pp. 17–20. (In Russian).
9. Ulickij V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical Support of Urban Development]. Saint Petersburg: Georeconstruction. 2010. 551 p.
10. Nikiforova N.S., Vnukov D.A. Geotechnical cut-off diaphragms for built-up area protection in urban underground development. The pros, of the 7thI nt. Symp. «Geotechnical aspects of underground construction in soft ground», 16–18 May, 2011. tc28 IS Roma, AGI, 2011, № 157NIK.
11. Nikiforova N.S., Vnukov D.A. The use of cut off of different types as a protection measure for existing buildings at the nearby underground pipelines installation. Proc. of Int. Geotech. Conf. dedicated to the Year of Russia in Kazakhstan. Almaty, Kazakhstan, 23–25 September 2004, pp. 338–342.
12. Sokolov N.S. Ground Ancher Produced by Elektric Discharge Technology, as Reinforsed Concrete Structure. Key Enginiring Materials. 2018. June. 771:75-81. DOI: 10.4028/www.scientific.net/KEM.771.75
13. Sokolov N.S. Use of the Piles of Effective Type in Geotechnical Construction. Key Enginiring Materials. 2018. June. 771:70-74. DOI: 10.4028/www.scientific.net/KEM.771.70
14. Sokolov N.S. One of the cases of strengthening the base of a deformed landslide protection retaining wall. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 12, pp. 23–27. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2021-12-23-27
For citation: Sokolov N.S., Sokolov S.N., Sokolov A.N. Inconsistencies in the reliable operation of the cultural heritage object – the Chuvash Drama Theater named after K.V. Ivanov. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 3, pp. 70–76. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2023-3-70-76