AbstractAbout AuthorsReferences
Safety of operation of facilities according to GOST 27751–2014 «Reliability of building structures and foundations. The main provisions.» is regulated by the values of vertical settlements and tilts. The objects considered in this article belong to the structures of the first class of responsibility. As a result of the impact of increased loads reaching average pressures up to PIImt=680 kPa on their box-shaped foundations, they received settlements and tilts exceeding the maximum permissible values. In this case, the direction of the tilts during the erection of objects varies from 0 to 360о. Due to timely taking technical and technological methods during their erection, they are operated reliably.
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, 428000, Cheboksary, Russian Federation)
2 I.N. Ulianov Chuvash State University (15, Moskovskiy pr., 428015, Cheboksary, Russian Federation)
1. Sokolov N.S. Forecast of settlement of large-size foundations at high pressures on the base. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 4, pp. 3–8. (In Russian).
2. Egorov K.E., Sokolov I.S. Patterns of deformation of bases of foundations with a large area. Рарers of The All-Union Conference on foundation engineering «Accelerating scientific and technical progress infoundation engineering». Moscow: Stroiizdat, 1987, pp. 55.
3. Egorov K.E., Sokolov N.S. Features of deformations of bases of foundations with a large area. Papers of The Fourth All-Union Conference on foundation engineering. Moscow: Stroiizdat, 1987.Vol. 2, pp. 44.
4. Egorov K.E., Sokolov N.S. Features of the deformations of the bases of reactor departments of Atomic Electric Stations. Osnovaniya, fundamenty I mehanika gruntov. 1985. No. 4, pp. 14–17. (In Russian).
5. Sokolov N.S., Ushkov S.M. Features of calculating the sediment of large-sized foundations under elevated pressure on soils. Papers of the scientific and technical conference «Geotechnics of the Volga region-IV». 4.2. «Bases and foundations.» Saratov, 1989, pp. 34.
6. Sokolov N.S. Сollaboration of the bases and foundations of the Russian NPP. Trudy NIIOSP im. I.M. Gersevanova. 1988, Vol. 87, pp. 65. (In Russian).
7. Sokolov N.S. Deformation of the base of a circular foundation on a finite compressible layer. Trudy NIIOSP im. I.M. Gersevanova, 1987. Vol. 86, pp. 56. (In Russian).
8. Sokolov N.S., Ushkov S.M. Estimated soil resistance at the base of large-sized foundations at elevated pressure. V kn. Stroitrl’nye constructsii [Building structures]. Cheboksary, 1992, pp. 66–67.
2. Egorov K.E., Sokolov I.S. Patterns of deformation of bases of foundations with a large area. Рарers of The All-Union Conference on foundation engineering «Accelerating scientific and technical progress infoundation engineering». Moscow: Stroiizdat, 1987, pp. 55.
3. Egorov K.E., Sokolov N.S. Features of deformations of bases of foundations with a large area. Papers of The Fourth All-Union Conference on foundation engineering. Moscow: Stroiizdat, 1987.Vol. 2, pp. 44.
4. Egorov K.E., Sokolov N.S. Features of the deformations of the bases of reactor departments of Atomic Electric Stations. Osnovaniya, fundamenty I mehanika gruntov. 1985. No. 4, pp. 14–17. (In Russian).
5. Sokolov N.S., Ushkov S.M. Features of calculating the sediment of large-sized foundations under elevated pressure on soils. Papers of the scientific and technical conference «Geotechnics of the Volga region-IV». 4.2. «Bases and foundations.» Saratov, 1989, pp. 34.
6. Sokolov N.S. Сollaboration of the bases and foundations of the Russian NPP. Trudy NIIOSP im. I.M. Gersevanova. 1988, Vol. 87, pp. 65. (In Russian).
7. Sokolov N.S. Deformation of the base of a circular foundation on a finite compressible layer. Trudy NIIOSP im. I.M. Gersevanova, 1987. Vol. 86, pp. 56. (In Russian).
8. Sokolov N.S., Ushkov S.M. Estimated soil resistance at the base of large-sized foundations at elevated pressure. V kn. Stroitrl’nye constructsii [Building structures]. Cheboksary, 1992, pp. 66–67.
For citation: Sokolov N.S. Long research in deformation processes of foundation bases under increased loads. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 5, pp. 3–8. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2018-5-3-8