AbstractAbout AuthorsReferences
The problems of construction in the cramped conditions of existing industrial enterprises is an important geotechnical task that requires a specific approach from civil engineers, especially from geotechnical specialists. At the same time, the presence of weak engineering and geological elements significantly aggravates the conduct of geotechnical work. Any industrial enterprise is updating its own production, associated with the introduction of new technological lines or additional facilities. The use of bored and bored-injection piles with the joint use of ground anchors arranged using non-standard physical processes in most cases successfully solves many complex and atypical geotechnical problems. The article is an overview.
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)
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9. Тер-Мартиросян З.Г., Тер-Мартиросян А.З., Анжело Г.О. Взаимодействие щебеночной сваи с окружающим грунтом и ростверком // Основания, фундаменты и механика грунтов. 2019. № 3. С. 2–6.
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10. Pivar J. Stone columns – determination of thesoil improvement factor. Slovak journal of civil engineering. 2011. Vol. XIX. No. 3, pp. 17–21.
11. Соколов Н.С. Технологические приемы устройства буроинъекционных свай с многоместными уширениями // Жилищное строительство. 2016. № 10. С. 54–57.
1. 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).
2. Улицкий В.М., Шашкин А.Г., Шашкин К.Г. Геотехническое сопровождение развития городов. СПб.: Геореконструкция, 2010. 551 с.
2. Ulickij V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical Support of Urban Development]. Saint Petersburg: Georeconstruction, 2010. 551 p.
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. 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. «Geo-technical Engineering in urban Environments». Vol. 2, pp. 581–585.
5. Ильичев В.А., Никифорова Н.С., Коннов А.В. Прогноз изменения температурного состояния основания здания в условиях потепления климата // Жилищное строительство. 2021. № 6. C. 18–24. DOI: https://doi.org/10.31659/0044-4472-2021-6-18-24
5. Ilyichev V.A., Nikiforova N.S., Konnov A.V. Forecast of changes in the temperature state of the building base in climate warming. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 6, pp. 18–24. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2021-6-18-24
6. 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.
7. 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.
8. Petrukhin V.P., Shuljatjev O.A., Mozgacheva O.A. Effect of geotechnical work on settlement of surrounding buildings at underground construction. Proceedings of the 13th European Conference on Soil Mechanics and Geotechnical Engineering. Prague, 2003.
9. Тер-Мартиросян З.Г., Тер-Мартиросян А.З., Анжело Г.О. Взаимодействие щебеночной сваи с окружающим грунтом и ростверком // Основания, фундаменты и механика грунтов. 2019. № 3. С. 2–6.
9. Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Anzhelo G.O. Interaction of a crushed stone pile with the surrounding soil and grillage. Osnovaniya, fundamenty i mekhanika gruntov. 2019. No. 3, pp. 2–6. (In Russian).
10. Pivar J. Stone columns – determination of thesoil improvement factor. Slovak journal of civil engineering. 2011. Vol. XIX. No. 3, pp. 17–21.
11. Соколов Н.С. Технологические приемы устройства буроинъекционных свай с многоместными уширениями // Жилищное строительство. 2016. № 10. С. 54–57.
For citation: Sokolov N.S., Sokolov S.N., Sokolov A.N. The practice of construction in particularly cramped conditions. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2023. No. 9, pp. 41–47. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2023-9-41-47