AbstractAbout AuthorsReferences
Reliability of operation of constructed buildings and structures depends on the rationally accepted types of foundations. For cases of presence of structurally unstable engineering-geological elements (IGE) in the basis, increased requirements for the design and construction of foundations are made. For bases composed of subsidence soils of natural occurrence, the main worsening indicators are the coefficient of relative subsidence εse and the initial drawdown pressure Pse. Neglect of the influence of these indicators in most cases leads to deterioration in the reliable operation of the constructed facilities. The article presents the case of geotechnical practice, when due to a timely detected error of non-accounting of subsidence characteristics were able to avoid an emergency situation of the constructed object.
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, Kalinina Street, Cheboksary, 428000, Russian Federation)
2 Chuvash State University named after I.N. Ulyanov (15, Moskovsky Avenue, Cheboksary, Chuvash Republic, 428015, Russian Federation)
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6. Sokolov N.S. One of the geotechnical technologies to strengthen the foundation base in constraint environment in the addition of 4 floors. 18 international multidisciplenary scientific GeoConference SGEM 2018 Albena Resort SPA. Bulgaria. 2018.
7. Sokolov N.S. Ground Ancher Produced by Elektric Discharge Technology, as Reinforsed Concrete Structure. Key Enginiring Materials. 2018, pp. 76–81.
8. Sokolov N.S. Use of the Piles of Effective Type in Geotechnical Construction. Key Enginiring Materials. 2018, pp. 71–74.
9. Sokolov N.S. One of Geotechnological Technologies for Ensuring the Stability of the Boiler of the Pit. Key Enginiring Materials. 2018, pp. 57–69.
10. Sokolov N.S. One of the approaches to solving the problem of increasing the bearing capacity of drilling piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 5, pp. 44–48. DOI: https://doi.org/10.31659/0585-430X-2018-759-5-44-47 (In Russian).
11. Sokolov N.S., Sokolov S.N., Sokolov A.N., Ryabinov V.M. About bored-injection piles with regulated bearing capacity by soil. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 8, pp. 34–38. (In Russian).
12. Sokolov N.S., Nikonorova I.V. Construction and territorial development of landslide slopes of the Cheboksary water reservoir. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 13–20. (In Russian).
13. Sokolov N.S. The foundation of the increased load-bearing capacity with the use of flight augering piles-ERT with multiplies broadening. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 25–29. (In Russian).
14. Sokolov N.S. Electroimpulse installation for the production of flight augering piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 62–66. (In Russian).
15. Sokolov N.S., Viktorova S.S., Smirnova G.M., Fedoseeva I.P. Flight augering piles-EDT as a buried reinforced concrete structure. Stroitel’nye Materialy [Construction Materials]. 2017. No. 9, pp. 47–50. DOI: https://doi.org/10.31659/0585-430X-2017-752-9-47-49 (In Russian).
2. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotehnicheskoe soprovogdenie gorodov [Geotechnical support of urban development]. Saint Petersburg: Georekonstrukciya. 2010. 551 p.
3. Razvodovsky D.E., Chepurnova A.A. Evaluation of the effect of strengthening the foundations of buildings on the technology of jet cementation on their sediment. Promyshlennoe i grazshdanskoe stroitelstvo. 2016. No. 10, pp. 64–72. (In Russian).
4. Sokolov N.S., Sokolov S.N., Sokolov A.N. Fine Concrete as a Structural Building Material of Bored-Injection Piles EDT. Stroitel’nye Materialy [Construction Materials]. 2017. No. 5, pp. 16–20. DOI: https://doi.org/10.31659/0585-430X-2017-748-5-16-19 (In Russian).
5. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Gid po geotehnike [Geotechnical guide] (guide to bases, foundations and underground structures). Saint Petersburg: Georekonstrukciya. 2012. 284 p.
6. Sokolov N.S. One of the geotechnical technologies to strengthen the foundation base in constraint environment in the addition of 4 floors. 18 international multidisciplenary scientific GeoConference SGEM 2018 Albena Resort SPA. Bulgaria. 2018.
7. Sokolov N.S. Ground Ancher Produced by Elektric Discharge Technology, as Reinforsed Concrete Structure. Key Enginiring Materials. 2018, pp. 76–81.
8. Sokolov N.S. Use of the Piles of Effective Type in Geotechnical Construction. Key Enginiring Materials. 2018, pp. 71–74.
9. Sokolov N.S. One of Geotechnological Technologies for Ensuring the Stability of the Boiler of the Pit. Key Enginiring Materials. 2018, pp. 57–69.
10. Sokolov N.S. One of the approaches to solving the problem of increasing the bearing capacity of drilling piles. Stroitel’nye Materialy [Construction Materials]. 2018. No. 5, pp. 44–48. DOI: https://doi.org/10.31659/0585-430X-2018-759-5-44-47 (In Russian).
11. Sokolov N.S., Sokolov S.N., Sokolov A.N., Ryabinov V.M. About bored-injection piles with regulated bearing capacity by soil. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 8, pp. 34–38. (In Russian).
12. Sokolov N.S., Nikonorova I.V. Construction and territorial development of landslide slopes of the Cheboksary water reservoir. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 13–20. (In Russian).
13. Sokolov N.S. The foundation of the increased load-bearing capacity with the use of flight augering piles-ERT with multiplies broadening. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2017. No. 9, pp. 25–29. (In Russian).
14. Sokolov N.S. Electroimpulse installation for the production of flight augering piles. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 62–66. (In Russian).
15. Sokolov N.S., Viktorova S.S., Smirnova G.M., Fedoseeva I.P. Flight augering piles-EDT as a buried reinforced concrete structure. Stroitel’nye Materialy [Construction Materials]. 2017. No. 9, pp. 47–50. DOI: https://doi.org/10.31659/0585-430X-2017-752-9-47-49 (In Russian).
For citation: Sokolov N.S. The choice of optimal type of buried structures in subsiding soils. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 4, pp. 24–31. DOI: https://doi.org/10.31659/0044-4472-2019-4-24-31 (In Russian).