Geotechnical Practice of Strengthening the Foundations of a Three-Storey Administrative Building
- Authors: Sokolov N.S.1,2
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Affiliations:
- Chuvash State University named after I.N. Ulyanov
- LLC NPF “FORST
- Issue: No 5 (2024)
- Pages: 51-56
- Section: Articles
- URL: https://ter-arkhiv.ru/0044-4472/article/view/634790
- DOI: https://doi.org/10.31659/0044-4472-2024-5-51-55
- ID: 634790
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Abstract
Reconstruction of facilities often involves a change in the structural scheme of the building, in connection with this, a significant increase in external loads under existing load-bearing elements is possible. In addition, it is possible that additional load-bearing structures will appear with correspondingly new foundations. There is an urgent need to increase the bearing capacity of foundation bases. The construction of drilling-injection reinforcement piles arranged using geotechnical electric discharge technology (ERT piles) is the most acceptable for conditions of particularly cramped conditions.
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About the authors
N. S. Sokolov
Chuvash State University named after I.N. Ulyanov; LLC NPF “FORST
Author for correspondence.
Email: ns_sokolov@mail.ru
Candidate of Sciences (Engineering), Director
Russian Federation, 15, Moskovsky prospect, Cheboksary, 428015, Chuvash Republic; 109a, Kalinina Street, Cheboksary, 428000, Chuvash RepublicReferences
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