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Safety of the redevelopment with regard to the load-bearing capacity of the foundations

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
During the reconstruction of engineering structures, quite often loft spaces are adapted for utility purposes or new storeys are added. The process is accompanied by the necessity of proper implementation of structural elements‘ reinforcement or repair of damaged elements, which results from increased loads, changes in the function of rooms’ use, application of new technological requirements. Each comprehensive assessment of the structural systems also requires checking the condition of the existing foundations so as to ensure that the new loads can be safely transferred to the subsoil. Insofar as there is a need to intervene in the construction of foundations, the process of performing reinforcement proves technically responsible due to the direct interference in the zone of interaction of structural elements with the ground under direct load conditions. The process becomes considerably more complicated if the subsoil contains silty sands or fine sands, which turn out to be unstable under the conditions of interference with foundation zones. It proves necessary to carry out analyses of the effective reinforcement of the foundations correctly and safely throughout the construction period. Each time the works are carried out effectively, they should take into account any instability that may occur in the individual stages so that the final execution process is carried out under safe conditions for the entire structure.
Rocznik
Tom
Strony
123--130
Opis fizyczny
Bibliogr. 18 poz., rys., wykr.
Twórcy
  • Faculty of Civil Engineering and Environmental Sciences, Bialystok University of Technology, Bialystok, Poland
  • Warsaw University of Life Sciences, Warsaw, Poland
Bibliografia
  • 1. Baryłka A. (2021). Poradnik eksploatacji obiektów budowlanych. Warszawa, Centrum Rzeczoznawstwa Budowlanego.
  • 2. Baryłka A., Grzebielec A., Obolewicz J., Rusowicz A. (2019) Problemy inżynierii bezpieczeństwa obiektów antropogenicznych t.1.
  • 3. Obolewicz J., Baryłka A., Żółtowski M. (2024) Designing the organizational structure of construction, Inżynieria Bezpieczeństwa Obiektów Antropogenicznych nr 2(2024).
  • 4. CEN European Committee of Standardization, Eurocode2: Design of Concrete Structures. General rules and rules for buildings, bridges and civil engineering structures (ENV 1992-1-1:2023), Brussels.
  • 5. CEN European Committee of Standardization, Eurocode7: Geotechnical design - Part 1: General rules (EN 1997-1:2004), Brussels.
  • 6. Krentowski J, Chyzy T, Dunaj P. (2017). Sudden collapse of a 19th-century masonry structure during its renovation process. Eng Fail Anal, 82: 540-553.
  • 7. Chiorean, A. G., Vasile, M. D., Nagy, A. C., & Hies, N. M. (2022). Soil stabilisation with hydraulic binders. IOP Conference Series: Materials Science and Engineering, 1242(1). https://doi.org/10.1088/1757-899x/1242/1/012008.
  • 8. Ismael, N. F., Ismael, D., & Otaibi, N. al. (2023). Ground Improvement in Loose Sandy Soils through Dynamic Replacement. Geotechnical Engineering, 54(4).
  • 9. Shi, X. S., & Zhao, J. (2020). Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept. Journal of Geotechnical and Geoenvironmental Engineering, 146(6). https://doi.org/10.1061/(asce)gt.1943-5606.0002267.
  • 10. Yilmazoglu, M. U., & Ozocak, A. (2023). Bearing Capacity of Shallow Foundations on Unsaturated Silty Soils. Applied Sciences (Switzerland), 13(3). https://doi.org/10.3390/app13031308.
  • 11. Dachowski, R., Galek, K. (2020) Selection of the Best Method for Underpinning Foundations Using the PROMETHEE II Method. Sustainability, vol. 12(13), 5373, https://doi.org/10.3390/su12135373.
  • 12. Kordahi, R.Z. Underpinning strategies for buildings with deep foundations. Master’s Thesis, The massachusetts Institute of Technology, Cambridge, MA, USA, 7 June 2004.
  • 13. Long, P.D. Underpinning Buildings Damaged by Foundation Causes; Swedish Geotechnical Institute: Linkoping, Sweden, 1982.
  • 14. Essler, R.; Yoshida, H. Chapter 5: Jet grouting. Ground Improvement, 2nd ed.; Michael, P., Moseley, M.P., Kirsch, K., Eds.; Taylor & Francis: New York, NY, USA, 2004; pp. 160–196.
  • 15. Neves, M. Underpinning and Foundation Refurbishment Techniques Procedures, Design and Safety Requirements October 2010. Available online: https://fenix.tecnico.ulisboa.pt/downloadFile/395142103005/Extende (accessed on 20 July 2024)
  • 16. Bejarano-Urrego, L., Verstrynge, E., Drougkas, A., Giardina, G., Bassier, M., Vergauwen, M., & van Balen, K. (2019). Numerical Analysis of Settlement-Induced Damage to a Masonry Church Nave Wall. In RILEM Bookseries (Vol. 18). https://doi.org/10.1007/978-3-319-99441-3_92
  • 17. Pearlman, S. L., Walker, M. P., & Boscardin, M. D. (2004). Deep Underground Basements for Major Urban Building Construction. https://doi.org/10.1061/40713(2004)61.
  • 18. Zea, C., Rivera, R., Lopez, G., & Arvizu, M. (2017). Soil-wall interaction method based on Zeevaertś methodology. ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, 2017-September.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d353b6b6-068d-4e8b-ab86-8cab83e9be2c
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