The article presents a method for calculating the settlement of circular pile foundations of reservoirs on clay soils. The method provides for a separate calculation of the settlement of the central part of the reservoir (bottom settlement) and a reinforced concrete circular grillage with one, two, or three rows of piles (settlement of the ring foundation). The reservoir bottom settlement calculation is based on the method of M. I. Gorbunov–Posadov for a flexible round stamp on a linearly deformable base. When calculating the settlement of the ring foundation, the method of A. A. Bartolomey was used for girder pile foundations. The work considers additional settlements of the bottom and foundation of the ring, caused by repeated loading and unloading of the reservoir base.
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B. I. Dalmatov, F. K. Lapshin, and Yu. V. Rossikhin, Design of Pile Foundations under Conditions of Soft Soils [in Russian], Stroyizdat, Leningrad branch, Leningrad (1975).
A. L. Gotman, V. V. Znamenskiy, A. B. Ponomarev, and N. Z. Gotman, “Construction and reinforcement of pile foundations,” Spravochnik geotekhnika: osnovaniya, fundamenty i podzemnyye sooruzheniya, 2nd ed., updated and revised, eds. V.A. Ilyichev and R.A. Mangushev, Izdatel’stvo ASV, Moscow, 227-339 (2016).
A. I. Polishchuk, A. A. Tarasov, and R. V. Shalginov, Injection Pile, Utility model patent No. 87718, Russia, E 02D 5/34 (2006.01), submitted 20.10.2009. Bull. No. 29.
Yu. K. Ivanov, P. A. Konovalov, R. A. Mangushev, and S. N. Sotnikov, Bases and Foundations of Reservoirs [in Russian], Stroyizdat, Moscow (1989).
P. A. Konovalov, R. A. Mangushev, S. N. Sotnikov, A. A. Zemlyansky, and A. A. Tarasenko, Foundations of Steel Reservoirs and deformations of their Foundations [in Russian], Izdatel’stvo ASV, Moscow (2009).
P. V. Chepur and A. A. Tarasenko, “Influence of the parameters of uneven settlement on the occurrence of limiting states in the reservoir,” Fund. Issled., No. 8 (part 7), 1560-1564 (2014).
O. G. Kondrashova and M. N. Nazarova, “Cause-and-effect analysis of accidents in vertical steel reservoirs,” Neftegaz. Delo, No. 2, 21-29 (2004).
R. A. Mangushev, E. V. Gorodnova, “On the calculation of the settlement of circular pile foundations of largevolume reservoirs with a floating roof,” Geotechnical Problems of Construction of Large-Scale and Unique Objects, Proceedings of International Geotechnical Conference, Almaty, 542-546 (2004).
E. V. Gorodnova, Evaluation of the Settlement of Circular Pile Foundations on a Heterogeneous Foundation, authorized summary of the PhD in Technical Sciences, SPbGASU, St. Petersburg (2005).
M. I. Gorbunov-Posadov, T. A. Malinova, and V. I. Solomin, Calculation of Structures on an Elastic Foundation [in Russian], Stroyizdat, Moscow (1984).
A. A. Bartolomey, Calculation of the Settlement of Single-Row and Multi-Row Pile Foundations [in Russian], Permskii Politekhnicheskii Institut, Perm (1970).
K. E. Egorov, On the Calculation of Deformations of Foundations (Collection of articles) [in Russian], VNIITPI, Moscow (2002).
SP 24.13330.2011 Pile Foundations, Minregion Rossii, Moscow (2010).
SP 22.13330.2016 Foundations of Buildings and Structures. Updated edition of SNiP 2.02.01-83*, Minstroy Rossii, Moscow (2016).
R. A. Mangushev, Investigation of Deformations of the Foundations of Steel Vertical Cylindrical Reservoirs (under Conditions of Soft Soils), PhD thesis, LISI, Leningrad (1980).
GOST 20276.1-2020. Soils. Stamp Test Method, Standartinform, Moscow (2020).
I. Z. Goldfeld and E. A. Smirnova, “Grapho-analytical processing of results of static testing of soils by cast-in-place piles and cone penetration,” Soil Mech. Fund. Eng., 48, 214-221 (2011).
G. G. Boldyrev, V. I. Kashirsky, D. G. Skopintsev, and S. R. Munayev, “Soil testing with a screw stamp,” Inzh. Izysk., No. 9, 10-21 (2016).
F. K. Lapshin, Calculation of Piles by Limiting Distances [in Russian], Izdatel’stvo Saratov. Universitet, Saratov (1979).
GOST R 58623-2019. Main Pipeline Transportation of Oil and Oil Products. Vertical Cylindrical Steel Reservoirs. Operating Instructions, OOO NII Transneft, Moscow (2019).
O. A. Schmidt, “The choice of the criterion for the exhaustion of the bearing capacity of the pile during static tests with a gradually increasing load,” Aktual. Probl. Gumanitar. Yestestv. Nauk, 3, No. 3, 97-102 (2017).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, September-October, 2021.
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Polishchuk, A.I., Shmidt, O.A. Method for Calculating the Settlement of Circular Pile Foundations of a Reservoir. Soil Mech Found Eng 58, 347–352 (2021). https://doi.org/10.1007/s11204-021-09750-y
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DOI: https://doi.org/10.1007/s11204-021-09750-y