AbstractAbout AuthorsReferences
The problem of increasing the bearing capacity of foundations is always an urgent problem in modern geotechnical construction. It becomes especially important when building on landslide-prone slopes. At the same time, both designers and customers make irreparable mistakes when developing design documentation for retaining buried structures during the construction of objects on such sites. All admitted flaws are mainly related to the lack of proper control by the technical customer for the production of pre-design work, including engineering and geological surveys. This article describes a negative case from the geotechnical practice of designing and building a residential complex on a landslide slope. The article is a review.
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 prospect, Cheboksary, 428015, Chuvash Republic, Russian Federation)
2 LLC NPF “FORST (109a, Kalinina Street, Cheboksary, 428000, Chuvash Republic, Russian Federation)
1. Nikonorova I.V., Sokolov N.S. Construction and territorial development of landslide slopes of the Cheboksary water reservoir. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 13–19. (In Russian).
2. 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).
3. 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.
4. Sokolov N., Ezhov S., Ezhova S. Preserving the natural landscape on the construction site for sustainable ecosystem. Journal of applied engineering science. 2017. Vol. 15. No. 4, pp. 518–523.
5. 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.
6. 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.
7. Ulickij V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical Support of Urban Development]. Saint Petersburg: Georeconstruction, 2010. 551 p.
8. 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
9. 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
10. Соколов Н.С. Технологические приемы устройства буроинъекционных свай с многоместными уширениями // Жилищное строительство. 2016. № 10. С. 54–57.
11. Sokolov N.S., Viktorova S.S. Method of aliging the lurches of objects with large-sized foundations and increased loads on them. Penodico Tche Quimica. 2018. January. Vol. 15, pp. 1–11.
12. Ilichev V.A., Nikiforova N.S., Koreneva E.B. Computing the evaluation of deformations of the buildings located near deep foundation tranches. Proc. of the XVIth European conf. on soil mechanics and geotechnical engineering. Madrid. Spain. 24–27th September 2007. Vol. 2, pp. 581–585.
13. 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
14. Sokolov N.S. Technology of strengthening of foundation bases under cramped conditions when overbuilding four additional stories. Stroitel’nye Materialy [Construction Materials]. 2018. No. 7, pp. 31–36. (In Russian). DOI: 10.31659/0585-430Х-2018-761-7-31-36
2. 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).
3. 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.
4. Sokolov N., Ezhov S., Ezhova S. Preserving the natural landscape on the construction site for sustainable ecosystem. Journal of applied engineering science. 2017. Vol. 15. No. 4, pp. 518–523.
5. 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.
6. 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.
7. Ulickij V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical Support of Urban Development]. Saint Petersburg: Georeconstruction, 2010. 551 p.
8. 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
9. 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
10. Соколов Н.С. Технологические приемы устройства буроинъекционных свай с многоместными уширениями // Жилищное строительство. 2016. № 10. С. 54–57.
11. Sokolov N.S., Viktorova S.S. Method of aliging the lurches of objects with large-sized foundations and increased loads on them. Penodico Tche Quimica. 2018. January. Vol. 15, pp. 1–11.
12. Ilichev V.A., Nikiforova N.S., Koreneva E.B. Computing the evaluation of deformations of the buildings located near deep foundation tranches. Proc. of the XVIth European conf. on soil mechanics and geotechnical engineering. Madrid. Spain. 24–27th September 2007. Vol. 2, pp. 581–585.
13. 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
14. Sokolov N.S. Technology of strengthening of foundation bases under cramped conditions when overbuilding four additional stories. Stroitel’nye Materialy [Construction Materials]. 2018. No. 7, pp. 31–36. (In Russian). DOI: 10.31659/0585-430Х-2018-761-7-31-36
For citation: Sokolov N.S., Sokolov S.N., Sokolov A.N. Negative experience of geotechnical calculations and installation of retaining buried structures. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 5, pp. 42–45. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2023-5-42-45