Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) на платформе Web of Science


  • BASES AND FOUNDATIONS, UNDERGROUND STRUCTURES
  • Influence of Structure Complex Modeling Parameters on Their Settlement
  • UDC 624.15
    doi: 10.33622/0869-7019.2025.01.70-78
    Vitaliy V. SIDOROV, sidorovvv@mgsu.ru
    Victoria V. RUD, rudvv@mgsu.ru
    National Research Moscow State Civil Engineering University, Yaroslavskoye shosse, 26, Moscow 129337, Russian Federation
    Abstract. The creation of numerical models for justifying design solutions of the "structure-foundation" system serves as an example of the idealization of parameters of many elements of the calculation scheme. Thus, the study of factors influencing calculation results, as well as methods for calculating settlement, remains a relevant task of scientific research to this day. In this article, the authors examine the impact of modeling parameters of construction complexes on their settlement using the example of planned buildings with slab foundations. The following key aspects are discussed: the consideration of the design-technological solution - the temporary deformation joint when modeling differently loaded sections located on the same stylobation; the application of several compressible stratas when modeling all buildings with various loads in one calculation scheme; the sequence of constructing adjacent buildings in the complex. Based on the research results, the consideration of the temporary deformation joint in conjunction with the account of local compressible stratas allows for a refinement of the final displacements of the foundation slab towards reducing vertical movements and contributes to a more uniform distribution of settlements among the adjacent sections of the complex. Additionally, it is confirmed that the staged modeling of neighboring buildings does not have a significant impact on the final displacements of their foundation slabs, which helps to reduce labor costs during the modeling of construction complexes.
    Keywords: compressible strata, numerical modeling, temporary deformation joint, construction phasing, slab foundation, differential settlement
  • REFERENCES
    1. Veremeev D. V., Timofeev A. A., Sazonova S. A., Vdowin D. V. Analysis of various methods for calculating the settlement of a slab foundation, taking into account mutual influence. Injenernyj vestnik Dona, 2023, no. 5, pp. 693-700. (In Russ.).
    2. Kudryavtsev S. A., Sklyarova K. M. Analysis of the stress-strain state of base wood foundation high-rise buildings in the engineering-geological conditions in Khabarovsk. Vestnik TOGU, 2012, no. 3(26), pp. 113-122. (In Russ.).
    3. Petrukhin V. P., Kolybin I. V., Shulyatyev O. A. Global experience in the construction of skyscrapers and high-rise buildings. Russian Architectural and Construction Encyclopedia. Construction of High-Rise Buildings and Structures. Moscow, 2010, vol. XIII, pp. 288-327.
    4. Saktaganova N., Uderbayev S., Zhapakhova A. et al. Optimizing foundations: the case for slab selection in multi-story residential buildings. Indonesian Journal of Innovation Studies, 2024, vol. 25, no. 2, pp. 6-21. doi: 10.21070/ijins.v25i2.1067
    5. Gurova E. V., Kuramshin R. Kh., Kuvshinova K. A. et al. Numerical modeling of the grounds of the facility long-term operation. Vestnik VolgGASU, 2018, no. 54(73), pp. 5-11. (In Russ.).
    6. Boldyrev E. G. Experience of constructing residential buildings on slab foundations. Zhilishchnoe stroitel'stvo, 2011, no. 9, pp. 6-9. (In Russ.).
    7. Rukovodstvo po proektirovaniyu fundamentnyh plit karkasnyh zdanij [Guide to designing foundation slabs for framed buildings]. Moscow, Strojizdat Publ., 1977, 128 p. (In Russ.).
    8. Shulyatyev O. A., Bakhmisov V. V. On the determination of active zone thickness. Vestnik NIC "Stroitel'stvo", 2018, no. 2(17), pp. 135-145. (In Russ.).
    9. Pilyagin A. V., Safina A. G. The influence of soil anisotropy on the magnitude of the calculated foundation resistance. Vestnik grazhdanskih inzhenerov, 2007, no. 1(10), pp. 46-49. (In Russ.).
    10. Mirsayapov I. T., Koroleva I. V. Calculation model of deformation of the soil foundation of a high-rise building, taking into account the loading history. International Journal for Computational Civil and Structural Engineering, 2023, vol. 19, no. 4, pp. 116-123. doi: 10.22337/2587-9618-2023-19-4-116-123
    11. Mangushev R. A., Penkov D. V. Comparison of the results of numerical calculations using modern soil models (Hardening Soil, Hardening Soil Small and Generalized Hardening Soil) with the geotechnical monitoring results. Vestnik grazhdanskih inzhenerov, 2021, no. 2(85), pp. 85-93. (In Russ.). doi: 10.23968/1999-5571-2021-18-2-85-93
    12. Konyukhov D. S., Kazachenko S. A. The main factors affecting the convergence of calculated and actual values of deformations of existing buildings. Gornaya promyshlennost', 2022, no. 2, pp. 103-111. (In Russ.). doi: 10.30686/1609-9192-2022-2-103-111
    13. Ter-Martirosian A. Z., Kivluik V. P., Isaev I. O., Shishkina V. V. Analysis of the calculated prerequisites for the geotechnical forecast of new construction on the surrounding buildings. Zhilischnoe stroitel'stvo. 2022, no. 9, pp. 57-66. (In Russ.). doi: 10.31659/0044-4472-2022-9-57-66
    14. Bartolomey L. A., Bogomolova O. A., Geidt L. V., Geidt A. V. Calculation of settlement of an extended slab foundation of finite stiffness based on computer modelling data. Arhitektura, stroitel'stvo, transport, 2023, no. 3(105), pp. 33-47. (In Russ.). doi: 10.31660/2782-232X-2023-3-33-47
    15. Bartolomey L. A., Bogomolova O. A., Geidt L. V., Geidt A. V. Numerical evaluation of the effect of the rigidity of the above-foundation part of the structure and the deformation properties of the soil massif on precipitation and the stability of the base. Vestnik Volgogradskogo gosudarstvennogo arhitekturno-stroitel'nogo universiteta. Seriya: Stroitel'stvo i arhitektura, 2022, iss. 2(87), pp. 6-18. (In Russ.).
    16. Fedorovskij V. G., Kancybko A. I., Shulyat'ev S. O. Method for reducing the stiffness of a full-frame building to the stiffness of a single floor. Stroitel'naya mekhanika i raschet sooruzhenij, 2013, no. 4(249), pp. 78-85. (In Russ.).
    17. Shulyat'ev S. O., Fedorovskij V. G., Dubinskij C. I. Calculation of the foundation slab in a building with a complete frame using numerical modeling method considering the sequence of construction. Materialy vseros. nauch.-prakt. konf. "Numerical methods of calculations in practical geotechnics" (Saint-Petersburg, February 1-3, 2012). Saint-Petersburg, 2012, pp. 36-44.
    18. Burtsev R. V. The factor of stage-by-stage construction of point sections of monolith buildings of frameless type in the calculation of unstabilized differential settlements at the base of a slab foundation. Geotekhnika, 2023, vol. 15, no. 3, pp. 44-57. (In Russ.). doi: 10.25296/2221-5514-2023-15-3-44-57
    19. Ter-Martirosyan A. Z., Sidorov V. V., Almakaeva A. S. Features and difficulties of determining strength on the contact of soil and structural materials. Geotekhnika, 2019, vol. 11, no. 4, pp. 30-40. (In Russ.). doi: 10.25296/2221-5514-2019-11-4-30-40
    20. Hrubesova E., Lahuta H., Duris L., Jaafar M. Mathematical modeling of foundation-subsoil interaction. International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, 2015, vol. 2, iss. 1, pp. 437-444.
  • For citation: Sidorov V. V., Rud V. V. Influence of Structure Complex Modeling Parameters on Their Settlement. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2025, no. 1, pp. 70-78. (In Russ.). doi: 10.33622/0869-7019.2025.01.70-78

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