Stress-Strain State Simulation of an Apartment House on Pile Foundation when Constructing Additional Floors

Number of journal: 9-2018

Podshivalov I.I.,
Filippovich A.A.,
Shalginov R.V.

УДК: 693.22:624.04
AbstractAbout AuthorsReferences
The article presents the materials of modeling a residential brick building on a pile foundation during its superstructure and analysis of the stress-strain state of the supporting structures and foundation soils. The simulation was performed in the software – computing complex «MicroFe», which makes it possible to create a calculation scheme in the form of a system «base – foundation – over-foundation structures». Calculations were conducted for different models of pile-ground foundation (absolutely rigid and pliable). Thus, for a absolutely rigid pile-ground base, the forces and stresses in individual building structures exceeded the design values, for a pliable base- the largest reinforcement deficit was less than 1% compared to the project. So taking into account the pliability of the pile-ground base leads to smoothing and decreasing of forces and stresses in structures.
I.I. PODSHIVALOV, Candidate of Sciences (Engineering),
A.A. FILIPPOVICH, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
R.V. SHALGINOV, Candidate of Sciences (Engineering)

Tomsk State University of Architecture and Building (2, Solyanaya Square, Tomsk, 634003, Russian Federation)

1. Ilyichev V.A., Mangushev R.A., Nikiforova N.S. Experience in the development of the underground space of Russian megacities. Osnovaniya, fundamenty i mekhanika gruntov. 2012. No. 2, pp. 17–20. (In Russian).
2. Ulitsky V.M., Shashkin A.G., Shashkin K.G. Geotekchni-cheskoe soprovogdenie razvitiya gorodov [Geotechnical support of urban development]. Sain Peterburg: Georekonstrukciya. 2010. 551 p.
3. Nurguzhinov Z.S., Kopanica D.G., Kosharnova Y.E., Ustinov A.M., Useinov E.S. Pilot studies of the facilitated laying on the central and non-central loading. Vestnik TGASU. 2016. No. 2, pp. 107–116. (In Russian).
4. Kopanica D.G., Kabancev O.V., Useinov E.S. Pilot studies of fragments of a bricklaying on action of static and dynamic loading. Vestnik TGASU. 2012. No. 4, pp. 157–178. (In Russian).
5. Kabancev O.V., Tamrazyan A.G. The accounting of changes of the settlement scheme in the analysis of work of a design. Inzhenerno-stroitelnyj zhurnal. 2014. No. 5, pp. 15–26. (In Russian).
6. Kabantsev O. Modeling Nonlinear Deformation and Destraction Masonry under Biaxial Stress. Part 2. Strenht Criteria and Numerical Expiriment. Applied Mechanics and Materials. 2015, pp. 808–819.
7. Ulibin A.V., Zubkov S.V. Methods of control of strength of ceramic bricks in the inspection of buildings and structures. Inzhenerno-stroitelnyj zhurnal. 2012. No. 3, pp. 29–34. (In Russian).
8. Jushhube S.V., PodshivalovI.I., Samarin D.G., Filippovich A.A., Shalginov R.V. Experimental study of stress-strain state of fragments of masonry of the exterior walls of a ceramic stone. Vestnik TGASU. 2017. No. 1, pp. 174–180. (In Russian)
9. Jushhube S.V., Podshivalov I.I., Samarin D.G., Filippovich A.A., Shalginov R.V. The strength of extrior walls masonry of hollow ceramic stoney. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 1–2, pp. 52–54. (In Russian)
10. Shashkin A.G., Ulitsky V.М. Fundamentals of monitoring the mechanical safety of structures during construction and operation. Promyshlennoe i grazhdanskoe stroitel’stvo. 2017. No. 12, pp. 6–14. (In Russian).
11. ShashkinV.A. The effects of the interaction of foundations and structures. Razvitie gorodov i geotehnicheskoe stroitel’stvo. 2012. No. 14, pp. 141–167. (In Russian).
12. ShashkinA.G., ShashkinK.G.Vzaimodejstvie zdanija i osnovanija: metodika rascheta i prakticheskoe primenenie pri proektirovanii [The interaction of buildings and grounds: methods of calculation and practical application in the design]. Sain Peterburg: Strojizdat SPb. 2002. 48 p.
13. Karpenko N.I.,Karpenko S.N., Kuznetsov E.N. About modern problems of calculation high-rise buildings from monolithic reinforced concrete. II All-Russian (International) conference. Concrete and reinforced concrete – ways of development. Scientific works of a conference in five books. Vol. 1. Moscow. 2005, pp. 149–166. (In Russian).

For citation: Podshivalov I.I., Filippovich A.A., Shalginov R.V. Stress-strain state simulation of an apartment house on pile foundation when constructing additional floors. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2018. No. 9, pp. 19–23. (In Russian). DOI:

Print   Email