Building settlement study considering ground conditions

Building settlement study considering ground conditions

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DOI:

https://doi.org/10.52340/building.2025.71.20

Keywords:

Elastic foundation, subgrade coefficient, building settlement, spatial model, ground conditions

Abstract

The study of building settlement taking into account ground conditions is discussed. Various models of settlement calculation are discussed and in order to bring the calculation model as close as possible to the real model, the calculation results are compared with the values ​​of real building settlements. It is established that in order to bring the results closer to the real one, it is recommended to calculate the building and the ground as a single spatial structure.

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References

– V.M. Ulitsky. Fundamentals of joint calculations of buildings and foundations. General report at the international conference "Interaction of foundations and structures: calculation methods and engineering practice" (St. Petersburg, May 26-28, 20050)

- S.A. Kolyasina, P.I. Egorov, Study of the influence of soil foundation calculation options and methods for calculating bedding factors on the stress-strain state of a building. Pacific National University, Khabarovsk. 2014.

Pasternak P.L. Fundamentals of a new method for calculating foundations on an elastic foundation using two bedding factors. - Moscow: State Publishing House of Literature on Construction and Architecture, 1954. - 56 p.

SNiP 2.02.01-83*. Foundations of buildings and structures, 1995.

Software package "LIRA". User's manual / NIIASS. Vol. 7. Kyiv: Publishing house of NIIASS, 1998. [5] - Eurocode 0 - Basis of structural design.

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Published

2025-06-03

How to Cite

Zambakhidze, L., Shalitauri, G., & Urushadze, I. (2025). Building settlement study considering ground conditions. Scientific-Technical Journal "BUILDING", 1(71), 94–99. https://doi.org/10.52340/building.2025.71.20

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