Abstract
The implemented project of construction of a seven-storey building between the four-storey and five-storey buildings at a distance of “wall to wall” is investigated. The building was built in 1999th at the address: Russian Federation, Tambov city, St. Sovetskaya, no. 156. In 2003rd and 2021st, a visual and instrumental examination of the technical condition of the walls, both of the building itself and of the adjacent buildings, was carried out. In this project, an action has been implemented to reduce the effect of additional load from the foundation of a high-rise building on shallow strip foundations by using bored piles with widening in the lower parts. To analyze the stress–strain state of the foundation soils, modeling was carried out using the Plaxis3D program. The results of the survey and computer modeling showed the high efficiency of the chosen constructive solution for the foundations of the attached building. No cracks associated with the mutual influence of the foundations were found on the facades of old buildings adjacent to the new one. Computer simulations showed that the pile foundation divided the zones of compressible soil beneath adjacent buildings to different depths. And he transferred the load from the heaviest 7-storey building to a depth of 12 m, where alluvial sands with a modulus of deformation 3.2 times higher than that of surface clay soils occur. Thanks to the use of bored piles under the new building, followed by their reinforcement and concreting, dynamic effects on neighboring buildings were excluded.
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Al−Bukhaiti, A., Ledenev, V., Savinov, Y., Umnova, O. (2023). Analysis of the Implemented Project for the Construction of a High-Rise Building Between Two Low-Rise Buildings in the Zone of Maximum Mutual Influence of Their Foundations. In: Vatin, N., Pakhomova, E.G., Kukaras, D. (eds) Modern Problems in Construction. Lecture Notes in Civil Engineering, vol 287. Springer, Cham. https://doi.org/10.1007/978-3-031-12703-8_8
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