AbstractAbout AuthorsReferences
Geotechnical construction is one of the most important branches of zero-point parts construction of objects for various purposes. The existing rich potential of geotechnical technologies makes it possible to successfully complete the tasks of arranging foundations of buildings in any engineering and geological conditions and in any territory, including slopes, ravines, embankments. Very often there are cases of construction of objects in dissected areas with alternating structurally unstable soils, moreover, additionally loaded with artificial leaned slopes. In geotechnical practice, there are still cases of construction on such slopes without proper engineering and technical support, i.e. without the presence of actually carried out engineering surveys, as well as developed anti-landslide measures. As a result, in most cases, disregard for generally accepted norms leads to undesirable consequences, expressed in deformations of the constructed buildings. This article examines one such case.
N.S. SOKOLOV1, 2, Candidate of Sciences (Engineering), Director (This email address is being protected from spambots. You need JavaScript enabled to view it., This email address is being protected from spambots. You need JavaScript enabled to view it.),
S.B. ZIMIN2, Engineer
S.B. ZIMIN2, Engineer
1 I.N. Ulianov Chuvash State University (15, Moskovsky Prospect, Cheboksary, Chuvash Republic, 428015, Russian Federation)
2 OOO NPF “FORST” (109a, Kalinina Street, Cheboksary, Chuvash Republic, 428000, Russian Federation)
1. 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.
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., Bulga-kov 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. «Geotechnical Engineering in urban Environments». Vol. 2, pp. 581–585.
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, No. 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. 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.
8. Triantafyllidis Th., Schafer R. Impact of diaphragm wall construction on the stress state in soft ground and serviceability of adjacent foundations. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering. Madrid, Spain, 22–27 September 2007, pp. 683–688.
9. Sokolov N.S. Ground Ancher Produced by Elektric Discharge Technology, as Reinforsed Concrete Structure. Key Enginiring Materials. 2018, pp. 76–81.
10. Sokolov N.S. Use of the piles of effective type in geotechnical construction. Key Enginiring Materials. 2018, pp. 70–74. DOI: 10.4028/www.scientific.net/KEM.771.70
11. Sokolov N.S. One of geotechnological technologies for ensuring the stability of the boiler of the pit. Key Enginiring Materials. 2018, pp. 56–69. https://doi.org/10.4028/www.scientific.net/KEM.771.56
12. Sokolov N.S. Regulated injection pile-electric discharge technology with multiple pile enlargements posed as an underground reinforced concrete structure with a controlled load capacity. 18 international multidisciplinary scientific GeoConference SGEM 2018 Albena Resort SPA Bulgaria. 2018, pp. 601–608.
13. Sokolov N.S. One of the geotechnical technologies to strengthen the foundation base in constraint environment in the addition of 4 floors. 18 international multidisciplinary scientific GeoConference SGEM 2018 Albena Resort SPA Bulgaria. 2018, pp. 513–522.
14. Sokolov N.S., Viktorova S.S. Method of aliging the turches of objects targe-sized foundations and increased loads on them. Key Enginiring Materials. 2018, pp. 1–11.
15. Соколов Н.С., Соколов А.Н., Соколов С.Н., Глушков В.Е., Глушков А.Е. Расчет буроинъекционных свай повышенной несущей способности // Жилищное строительство. 2017. № 11. С. 20–26.
15. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glush-kov V.E., Glushkov A.E. Calculation of Increased Bearing Capacity Bored Piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
16. Соколов Н.С. Фундамент повышенной несущей способности с использованием буроинъекционных свай ЭРТ с многоместными уширениями // Жилищное строительство. 2017. № 9. С. 25–29.
16. Sokolov N.S. The foundation of increased bearing capacity employing bored electric discharge (ЭРТ) piles with multi-seat broadening. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 25–29. (In Russian).
17. Соколов Н.С., Викторова С.С. Исследование и разработка разрядного устройства для изготовления буровой набивной сваи // Строительство: Новые технологии – новое оборудование. 2017. № 12. С. 38–43.
17. Sokolov N.S., Viktorova S.S. Research and Development of a Discharge Device for Manufacturing a Bored Pile. Stroitelstvo: noviye tekhnologiyi – novoye oborudovaniye. 2017. No. 12, pp. 38–43. (In Russian).
18. Nikolay Sokolov, Sergey Ezhov, Svetlana Ezhova. Preserving the natural landscape on the construction site for sustainable ecosystem. Journal of applied engineering science. Vol. 15. article 482, pp. 518–523. DOI: 10.5937/jaes15-14719.
19. Соколов Н.С. Электроимпульсная установка для изготовления буроинъекционных свай // Жилищное строительство. 2018. № 1–2. С. 62–66.
19. Sokolov N.S. Electric pulse installation for the manufacture of bored ppiles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 62–66. (In Russian).
20. Соколов Н.С. Один из подходов решения проблемы по увеличению несущей способности буровых свай // Строительные материалы. 2018. № 5. С. 44–47. https://doi.org/10.31659/0585-430X-2018-759-5-44-47
20. Sokolov N.S. One Approach to solve the Issue of Increasing the Bearing Capacity of Boring Piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 5, pp. 44–47. (In Russian). https://doi.org/10.31659/0585-430X-2018-759-5-44-47
21. Соколов Н.С., Соколов А.Н., Соколов С.Н., Глушков В.Е., Глушков А.Е. Расчет буроинъекционных свай повышенной несущей способности // Жилищное строительство. 2017. № 11. С. 20–26.
21. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glushkov V.E., Glushkov A.E. Calculation of increased bearing capacity bored piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
22. Соколов Н.С., Соколов С.Н., Соколов А.Н., Федоров П.Ю. Использование буроинъекционных свай ЭРТ в качестве оснований фундаментов повышенной несущей способности // Промышленное и гражданское строительство. 2017. № 9. С. 66–70.
22. Sokolov N.S., Sokolov S.N., Sokolov A.N., Fedorov P.Yu. The Use of Electric Discharge Technology Bored Piles as increased bearing capacity foundations base. Promyshlennoe i Grazhdanskoe Stroitelstvo. 2017. No. 9, pp. 66–70. (In Russian).
23. Соколов Н.С. Технология увеличения несущей способности основания // Строительные материалы. 2019. № 6. С. 67–72. DOI: https://doi.org/10.31659/0585-430X-2019-771-6-67-71
23. Sokolov N.S. Technology of increasing a base bearing capacity. Stroitel’nye Materialy [Construction Materials]. 2019. No. 6, pp. 67–72. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2019-771-6-67-71
24. Соколов Н.С., Соколов С.Н., Соколов А.Н., Федоров П.Ю. Буроинъекционные сваи ЭРТ как основания фундаментов повышенной несущей способности // Труды Национально-технической конференции с иностранным участием «Нелинейная механика грунтов и численные методы расчетов в геотехнике и фундаментостроении». Воронежский государственный технический университет. Воронеж, 2019. С. 195–201.
24. Sokolov N.S., Sokolov S.N., Sokolov A.N., Fedo-rov P.Yu. Bored Piles by Electric Discharge Technology (ЭРТ) as a base of increased bearing capacity foundations. Works of the National Technical Conference with foreign participation «Nonlinear soil mechanics and numerical methods of calculation in geotechnics and foundation engineering». Voronezh State Technical University. Voronezh. 2019, pp. 195–201.
25. Соколов Н.С. Разрядно-импульсная геотехническая электроразрядная технология усиления оснований // Строительные материалы. 2020. № 12. С. 63–65. DOI: https://doi.org/10.31659/0585-430X-2020-787-12-63-65
25. Sokolov N.S. Discharge-pulse geotechnical electro discharge technology of bases strengthening. Stroitel’nye Materialy [Construction Materials]. 2020. No. 12, pp. 63–65. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2020-787-12-63-65
26. Соколов Н.С. Алгоритм понижения полов подвала с использованием свай ЭРТ и грунтовых анкеров ЭРТ // Бетон и железобетон. 2020. № 2 (602). С. 39–47.
26. Sokolov N.S. The algorithm of lowering floors of the basement with the use of piles ERT and ground anchors ERT. Beton i Zhelezobeton [Concrete and Reinforced Concrete]. 2020. No. 2 (602), pp. 39–47.
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., Bulga-kov 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. «Geotechnical Engineering in urban Environments». Vol. 2, pp. 581–585.
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, No. 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. 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.
8. Triantafyllidis Th., Schafer R. Impact of diaphragm wall construction on the stress state in soft ground and serviceability of adjacent foundations. Proceedings of the 14th European Conference on Soil Mechanics and Geotechnical Engineering. Madrid, Spain, 22–27 September 2007, pp. 683–688.
9. Sokolov N.S. Ground Ancher Produced by Elektric Discharge Technology, as Reinforsed Concrete Structure. Key Enginiring Materials. 2018, pp. 76–81.
10. Sokolov N.S. Use of the piles of effective type in geotechnical construction. Key Enginiring Materials. 2018, pp. 70–74. DOI: 10.4028/www.scientific.net/KEM.771.70
11. Sokolov N.S. One of geotechnological technologies for ensuring the stability of the boiler of the pit. Key Enginiring Materials. 2018, pp. 56–69. https://doi.org/10.4028/www.scientific.net/KEM.771.56
12. Sokolov N.S. Regulated injection pile-electric discharge technology with multiple pile enlargements posed as an underground reinforced concrete structure with a controlled load capacity. 18 international multidisciplinary scientific GeoConference SGEM 2018 Albena Resort SPA Bulgaria. 2018, pp. 601–608.
13. Sokolov N.S. One of the geotechnical technologies to strengthen the foundation base in constraint environment in the addition of 4 floors. 18 international multidisciplinary scientific GeoConference SGEM 2018 Albena Resort SPA Bulgaria. 2018, pp. 513–522.
14. Sokolov N.S., Viktorova S.S. Method of aliging the turches of objects targe-sized foundations and increased loads on them. Key Enginiring Materials. 2018, pp. 1–11.
15. Соколов Н.С., Соколов А.Н., Соколов С.Н., Глушков В.Е., Глушков А.Е. Расчет буроинъекционных свай повышенной несущей способности // Жилищное строительство. 2017. № 11. С. 20–26.
15. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glush-kov V.E., Glushkov A.E. Calculation of Increased Bearing Capacity Bored Piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
16. Соколов Н.С. Фундамент повышенной несущей способности с использованием буроинъекционных свай ЭРТ с многоместными уширениями // Жилищное строительство. 2017. № 9. С. 25–29.
16. Sokolov N.S. The foundation of increased bearing capacity employing bored electric discharge (ЭРТ) piles with multi-seat broadening. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 25–29. (In Russian).
17. Соколов Н.С., Викторова С.С. Исследование и разработка разрядного устройства для изготовления буровой набивной сваи // Строительство: Новые технологии – новое оборудование. 2017. № 12. С. 38–43.
17. Sokolov N.S., Viktorova S.S. Research and Development of a Discharge Device for Manufacturing a Bored Pile. Stroitelstvo: noviye tekhnologiyi – novoye oborudovaniye. 2017. No. 12, pp. 38–43. (In Russian).
18. Nikolay Sokolov, Sergey Ezhov, Svetlana Ezhova. Preserving the natural landscape on the construction site for sustainable ecosystem. Journal of applied engineering science. Vol. 15. article 482, pp. 518–523. DOI: 10.5937/jaes15-14719.
19. Соколов Н.С. Электроимпульсная установка для изготовления буроинъекционных свай // Жилищное строительство. 2018. № 1–2. С. 62–66.
19. Sokolov N.S. Electric pulse installation for the manufacture of bored ppiles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 62–66. (In Russian).
20. Соколов Н.С. Один из подходов решения проблемы по увеличению несущей способности буровых свай // Строительные материалы. 2018. № 5. С. 44–47. https://doi.org/10.31659/0585-430X-2018-759-5-44-47
20. Sokolov N.S. One Approach to solve the Issue of Increasing the Bearing Capacity of Boring Piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 5, pp. 44–47. (In Russian). https://doi.org/10.31659/0585-430X-2018-759-5-44-47
21. Соколов Н.С., Соколов А.Н., Соколов С.Н., Глушков В.Е., Глушков А.Е. Расчет буроинъекционных свай повышенной несущей способности // Жилищное строительство. 2017. № 11. С. 20–26.
21. Sokolov N.S., Sokolov A.N., Sokolov S.N., Glushkov V.E., Glushkov A.E. Calculation of increased bearing capacity bored piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 11, pp. 20–26. (In Russian).
22. Соколов Н.С., Соколов С.Н., Соколов А.Н., Федоров П.Ю. Использование буроинъекционных свай ЭРТ в качестве оснований фундаментов повышенной несущей способности // Промышленное и гражданское строительство. 2017. № 9. С. 66–70.
22. Sokolov N.S., Sokolov S.N., Sokolov A.N., Fedorov P.Yu. The Use of Electric Discharge Technology Bored Piles as increased bearing capacity foundations base. Promyshlennoe i Grazhdanskoe Stroitelstvo. 2017. No. 9, pp. 66–70. (In Russian).
23. Соколов Н.С. Технология увеличения несущей способности основания // Строительные материалы. 2019. № 6. С. 67–72. DOI: https://doi.org/10.31659/0585-430X-2019-771-6-67-71
23. Sokolov N.S. Technology of increasing a base bearing capacity. Stroitel’nye Materialy [Construction Materials]. 2019. No. 6, pp. 67–72. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2019-771-6-67-71
24. Соколов Н.С., Соколов С.Н., Соколов А.Н., Федоров П.Ю. Буроинъекционные сваи ЭРТ как основания фундаментов повышенной несущей способности // Труды Национально-технической конференции с иностранным участием «Нелинейная механика грунтов и численные методы расчетов в геотехнике и фундаментостроении». Воронежский государственный технический университет. Воронеж, 2019. С. 195–201.
24. Sokolov N.S., Sokolov S.N., Sokolov A.N., Fedo-rov P.Yu. Bored Piles by Electric Discharge Technology (ЭРТ) as a base of increased bearing capacity foundations. Works of the National Technical Conference with foreign participation «Nonlinear soil mechanics and numerical methods of calculation in geotechnics and foundation engineering». Voronezh State Technical University. Voronezh. 2019, pp. 195–201.
25. Соколов Н.С. Разрядно-импульсная геотехническая электроразрядная технология усиления оснований // Строительные материалы. 2020. № 12. С. 63–65. DOI: https://doi.org/10.31659/0585-430X-2020-787-12-63-65
25. Sokolov N.S. Discharge-pulse geotechnical electro discharge technology of bases strengthening. Stroitel’nye Materialy [Construction Materials]. 2020. No. 12, pp. 63–65. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2020-787-12-63-65
26. Соколов Н.С. Алгоритм понижения полов подвала с использованием свай ЭРТ и грунтовых анкеров ЭРТ // Бетон и железобетон. 2020. № 2 (602). С. 39–47.
26. Sokolov N.S. The algorithm of lowering floors of the basement with the use of piles ERT and ground anchors ERT. Beton i Zhelezobeton [Concrete and Reinforced Concrete]. 2020. No. 2 (602), pp. 39–47.
For citation: Sokolov N.S., Zimin S.B. An experience from the geotechnical practice of reinforcing a leaned slope. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2021. No. 3, pp. 38–43. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2021-3-38-43