Development of Technological Settlement of Building Foundations in the Process of High-Frequency Vibration Extraction of Piles
- Authors: Polunin V.M.1, Melnikov A.V.2, Druzhinin M.S.2, Tukkiya A.L.2
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Affiliations:
- Saint-Petersburg State University of Architecture and Civil Engineering
- LLC “Engineering Company “Gorod A”
- Issue: No 5 (2024)
- Pages: 3-12
- Section: Articles
- URL: https://journals.eco-vector.com/0044-4472/article/view/634774
- DOI: https://doi.org/10.31659/0044-4472-2024-5-3-12
- ID: 634774
Cite item
Abstract
Modern construction of a developed underground space requires a mandatory assessment of the impact on the surrounding buildings, that is, the determination of the so-called additional settlement. At the moment, there are clear methods for assessing the impact of digging pits and static loading of foundations from newly erected buildings on neighboring structures, carried out using numerical calculation methods. However, difficulties arise in determining additional settlement under technological influences, such as vibration immersion and vibration extraction of the sheet piling of a pit, as well as with various technologies for the manufacture of pile foundations. Modern building codes do not provide clear methods for such cases, although in practice process settlement can account for more than 70% of the total additional settlement of the building during the entire construction period. In this study, the authors present an analytical and numerical approach to calculating technological settlement from vibratory sheet pile extraction, which correlates well with observed real-world results.
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About the authors
V. M. Polunin
Saint-Petersburg State University of Architecture and Civil Engineering
Author for correspondence.
Email: n1ce2u@yandex.ru
Candidate of Sciences (Engineering)
Russian Federation, 4, 2nd Krasnoarmeiskaya Street, St. Petersburg, 190005A. V. Melnikov
LLC “Engineering Company “Gorod A”
Email: a.melnikov@ec-goroda.ru
Candidate of Sciences (Engineering), Executive Director
Russian Federation, 26a, liter “B” 30-Н, Egorova Street, Saint-Petersburg, 190005M. S. Druzhinin
LLC “Engineering Company “Gorod A”
Email: m.druzhinin@ec-goroda.ru
Chief Geotechnician
Russian Federation, 26a, liter “B” 30-Н, Egorova Street, Saint-Petersburg, 190005A. L. Tukkiya
LLC “Engineering Company “Gorod A”
Email: a.tukkiya@ec-goroda.ru
General Director
Russian Federation, 26a, liter “B” 30-Н, Egorova Street, Saint-Petersburg, 190005References
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