AbstractAbout AuthorsReferences
The construction of facilities in cramped conditions is always a complex geotechnical problem associated with the provision of accident-free operation of buildings and structures of the surrounding development. The arsenal of geotechnicians has accumulated a great potential of geotechnical technologies for the construction of pit fences. Often not all are suitable for the conditions of their use in cramped conditions. Technologies that use drilled wells (wells for drilling piles and ground anchors) with subsequent filling with concrete and at the same time not violating the stress-strain state of the surrounding soil are the most suitable for such cases. The use of drill-injection piles and ground anchors arranged by electric discharge technology (ERT technology) in many cases successfully solves the problem of construction in cramped conditions. One of the geotechnical cases of the construction of a pit fence in particularly cramped conditions is considered. The algorithm of the arrangement of drilling-injection anchors of the ERT and the procedure for the production of concrete works under different weather conditions are given.
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Director (This email address is being protected from spambots. You need JavaScript enabled to view it.)
1 I.N. Ulianov Chuvash State University (15, Moskovsky Ave., Cheboksary, 428015, Chuvash Republic, Russian Federation)
2 OOO NPF “FORST” (109a, Kalinina Streer, Cheboksary, 428000, Chuvash Republic, Russian Federation)
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10. Мангушев Р.А., Ершов А.В., Осокин А.И. Современные свайные технологии. М.; СПб.: АСВ, 2010. 260 с.
10. Mangushev R.A., Ershov A.V., Osokin A.I. Sovremennye svainye tekhnologii [Modern pile technologies]. Moscow, Saint Petersburg: ASV. 2010 260 p.
11. Соколов Н.С. Технологические аспекты увеличения надежности существующих подпорных стен // Жилищное строительство. 2022. № 1–2. С. 56–59. DOI: https://doi.org/10.31659/0044-4472-2022-1-2-56-59
11. Sokolov N.S. Technological aspects of increasing the reliability of existing retaining walls. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 1–2, pp. 56–59. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-1-2-56-59
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. Соколов Н.С. Один из случаев усиления основания деформированной противооползневой подпорной стены // Жилищное строительство. 2021. № 12. С. 23–27. DOI: https://doi.org/10.31659/0044-4472-2021-12-23-27
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. 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., 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.
4. 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, No. 157NIK.
5. Ильичев В.А., Мангушев Р.А., Никифорова Н.С. Опыт освоения подземного пространства российских мегаполисов // Основания, фундаменты и механика грунтов. 2012. № 2. С. 17–20.
5. 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).
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. Мангушев Р.А., Бояринцев А.В., Зуев И.И., Камаев И.С. Эффект воздействия изготовления свай «Фундекс» на ранее выполненные конструкции // Жилищное строительство. 2021. № 9. С. 28–35. DOI: https://doi.org/10.31659/0044-4472-2021-9-28-35
7. Mangushev R.A., Boyarintsev A.V., Zuev I.I., Kamaev I.S. Effect of the impact of making “Fundex” piles on previously completed structures. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 9, pp. 28–35. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2021-9-28-35
8. Мангушев Р.А., Никифорова Н.С. Технологические осадки зданий и сооружений в зоне влияния подземного строительства. М.: АСВ, 2017. 168 с.
8. Mangushev R.A., Nikiforova N.S. Tekhnologicheskiye osadki zdaniy i sooruzheniy v zone vliyaniya podzemnogo stroitel’stva. Pod red. R.A. Mangusheva [Technological settlements of buildings and structures in the zone of influence of underground construction. Edited by R.A. Mangushev]. Moscow: ASV. 2017. 168 p.
9. 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.
10. Мангушев Р.А., Ершов А.В., Осокин А.И. Современные свайные технологии. М.; СПб.: АСВ, 2010. 260 с.
10. Mangushev R.A., Ershov A.V., Osokin A.I. Sovremennye svainye tekhnologii [Modern pile technologies]. Moscow, Saint Petersburg: ASV. 2010 260 p.
11. Соколов Н.С. Технологические аспекты увеличения надежности существующих подпорных стен // Жилищное строительство. 2022. № 1–2. С. 56–59. DOI: https://doi.org/10.31659/0044-4472-2022-1-2-56-59
11. Sokolov N.S. Technological aspects of increasing the reliability of existing retaining walls. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2022. No. 1–2, pp. 56–59. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2022-1-2-56-59
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. Соколов Н.С. Один из случаев усиления основания деформированной противооползневой подпорной стены // Жилищное строительство. 2021. № 12. С. 23–27. DOI: https://doi.org/10.31659/0044-4472-2021-12-23-27
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. Experience in the construction of a pit fence in particularly cramped conditions. Stroitel’nye Materialy [Construction Materials]. 2022. No. 4, pp. 72–78. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2022-801-4-72-78