AbstractAbout AuthorsReferences
Currently, the development of urban areas, which were previously considered as unpromising and unsuitable for construction, is becoming particularly relevant. As a rule, these territories represent, from the point of view of topography, construction sites crossed by ravines, and from the point of view of engineering-geological conditions – the alternating soils of various genesis with participation of subsiding biogenic and man-made soils. These circumstances impose increased requirements for the design of facilities, taking into account the development of measures to ensure the safe operation of existing buildings and structures, as well as the stability of the slopes themselves. Besides, to the technology of construction production for the construction of buried structures and above-foundation structures special conditions must be applied. The algorithm of design and construction of embedded retaining structures is presented. The technology of construction of piles with the indication of properties of the used materials is described.
N.S. SOKOLOV1,2, Candidate of Sciences (Engineering), Associate Professor, 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.)
1 OOO NPF «FORST» (109a, ul. Kalinina, 428000, Cheboksary, Russian Federation)
2 Federal State-Funded Educational Institution of Higher Education «I.N. Ulianov Chuvash State University» (15, Moskovskiy pr., 428015, Cheboksary, Russian Federation)
1. Ilyichev V.A., Mangushev R.A., Nikiforova N.S. Experience of development of under-ground space of policies Russian mega. Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2, рр. 17–20. (In Russian).
2. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical maintenance of development of the cities]. Saint Petersburg: Georekonstruktsia, 2010. 551 p.
3. Тer-Martirosyan Z.G. Mekhanika gruntov [Mekhanik of soil]. Moscow: ASV, 2009. 550 p.
4. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical maintenance of development of the cities]. Saint Petersburg: Georekonstruktisia, 2010. 551 p.
5. Sokolov N.S. Sokolov S.N. Uning continuous flight augering piles for securing slopes. Materials of 5th All-Russian conference “New in architecture, design of building structures and reconstruction”, 2005. Cheboksary: CHGU, 2005. pp. 292–293. (In Russian).
6. Sokolov N.S. The method of continuous flight augering piles carrying capacity calculation which are made by using discharging of current pulses. Materials of 8th All-Russian (2nd International) conference “New in architecture, design of building structures and reconstruction”. Cheboksary: CHGU, 2014, pp. 407–411,
7. Sokolov N.S., Ryabinov V.M. About one method of calculation of the bearing capability the buroinjektsi-onnykh svay-ERT. Osnovaniya, fundamenty i mekhanika gruntov. 2015. No. 1, pp. 10–13. (In Russian).
8. Sokolov N.S., Ryabinov V.M. About effectiveness of the appliance of continuous flight augering piles with multiple caps using electric-discharge technology. Geotehnika. 2016. No.2, pp. 28–34. (In Russian).
9. Sokolov N.S., Ryabinov V.M. Special aspects of the appliance and the calculation of continuous flight augering piles with multiple caps. Geotehnika. 2016. No. 3, pp. 60–66. (In Russian)
10. Sokolov N.S., Ryabinov V.M. The technology of appliance of continuous flight augering piles with increased bearing capacity. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 9, pp. 11–14. (In Russian).
11. Sokolov N.S. Criteria of economic efficiency of use of drilled piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 5, pp 34–38. (In Russian).
2. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical maintenance of development of the cities]. Saint Petersburg: Georekonstruktsia, 2010. 551 p.
3. Тer-Martirosyan Z.G. Mekhanika gruntov [Mekhanik of soil]. Moscow: ASV, 2009. 550 p.
4. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotekhnicheskoe soprovozhdenie razvitiya gorodov [Geotechnical maintenance of development of the cities]. Saint Petersburg: Georekonstruktisia, 2010. 551 p.
5. Sokolov N.S. Sokolov S.N. Uning continuous flight augering piles for securing slopes. Materials of 5th All-Russian conference “New in architecture, design of building structures and reconstruction”, 2005. Cheboksary: CHGU, 2005. pp. 292–293. (In Russian).
6. Sokolov N.S. The method of continuous flight augering piles carrying capacity calculation which are made by using discharging of current pulses. Materials of 8th All-Russian (2nd International) conference “New in architecture, design of building structures and reconstruction”. Cheboksary: CHGU, 2014, pp. 407–411,
7. Sokolov N.S., Ryabinov V.M. About one method of calculation of the bearing capability the buroinjektsi-onnykh svay-ERT. Osnovaniya, fundamenty i mekhanika gruntov. 2015. No. 1, pp. 10–13. (In Russian).
8. Sokolov N.S., Ryabinov V.M. About effectiveness of the appliance of continuous flight augering piles with multiple caps using electric-discharge technology. Geotehnika. 2016. No.2, pp. 28–34. (In Russian).
9. Sokolov N.S., Ryabinov V.M. Special aspects of the appliance and the calculation of continuous flight augering piles with multiple caps. Geotehnika. 2016. No. 3, pp. 60–66. (In Russian)
10. Sokolov N.S., Ryabinov V.M. The technology of appliance of continuous flight augering piles with increased bearing capacity. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2016. No. 9, pp. 11–14. (In Russian).
11. Sokolov N.S. Criteria of economic efficiency of use of drilled piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 5, pp 34–38. (In Russian).
For citation: Sokolov N.S. Practice of Strengthening the Loaded Slope. Stroitel’nye Materialy [Construction Materials]. 2019. No. 1–2, pp. 70–78. DOI: https://doi.org/10.31659/0585-430X-2019-767-1-2-70-78 (In Russian).