PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Numerical analysis of buildings located on the edge of the post-mining basin

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The rim of a post-exploitation basin is a particularly dangerous zone for buildings. This is due to the impact of mining on the nearby buildings, which persists even after exploitation activities are finished. The rim of the basin remains constantly deformed. This paper presents numerical analyses of buildings located in Marklowice (Silesian Voivodeship, Poland). They are located in an area that was exploited for mining, above the initial exploitation edge on the rim of the basin. The area of the analysed buildings was geodetically monitored during mining works. The results of the measurements allowed the observation of changes in terrain deformation indicators, together with the determination of the settlement’s final values after the operation was completed. Knowledge of the results enabled the preparation of numerical analyses of buildings with the use of the finite element method (FEM), the purpose of which was to determine the residual stresses in the structures after the end of the exploitation. The results are presented in the form of stress maps, which show changes in the internal forces in buildings left by mining operations. Specific examples are used. Two residential two-storey buildings were analysed; they were built using traditional brick methods, with a single-storey outbuilding. All of the analysed buildings are located in the mining commencement zone, in which the deformation of the surface has not faded away.
Rocznik
Strony
125--140
Opis fizyczny
Bibliogr. 34 poz., fot., rys.
Twórcy
  • Silesian University of Technology, Department of Structural Engineering, Akademicka 5,44-100, Gliwice, Poland
  • Kielce University of Technology, Faculty of Environmental Engineering, Geomatics and Renewable Energy, 7 Tysiąclecia Państwa Polskiego Av., 25-314 Kielce, Poland
Bibliografia
  • [1] J. Białek, R. Mielimaka, J. Orwat, Determination of regressive relation binding the theoretical and observed final values of curvatures for geological and mining conditions the one of JSW coal mines. J. Sust. Min. 14, 2, 76-82 (2015). DOI: https://doi.org/10.1016/j.jsm.2015.08.011.
  • [2] H. Brauers, P.Y. Oei, The political economy of coal in Poland: drivers and barriers for a shift away from fossil fuels. Energ. Policy 144, 111621, 1-12 (2020). DOI: https://doi.org/10.1016/j.enpol.2020.111621.
  • [3] L. Chomacki, B. Parkasiewicz, Numerical analysis of building sequences in Bytom-Karb taking into account the forecasted horizontal deformations of the mining area. Przegląd Górniczy 71, 3, 72-79 (2015).
  • [4] J. Fedorowicz, Contact problem of building – subsoil. Part II. The criteria for creating and evaluating computational models of system design building – ground mining, Scientific Papers of Silesian University of Technology, Civil Engineering Series, 1805, 114 (2008). Publishing house of the Silesian University of Technology, Gliwice (in Polish).
  • [5] L. Fedorowicz, Contact Issues building – subsoil. Part I. Criteria of modeling and analysis of fundamental design issues contact Building – subsoil, Scientific Papers of Silesian University of Technology, Civil Engineering Series 1729, 107 (2006). Publishing house of the Silesian University of Technology, Gliwice (in Polish).
  • [6] R.J. Hewitt, N. Bradley, A.B. Compagnucci, C. Barlagne, A. Ceglarz, R. Cremades, M. McKeen, I.M. Otto, B. Slee, Social innovation in community energy in Europe: a review of the evidence. Front. Energy Res. 7 (2019). DOI: https://doi.org/10.3389/fenrg.2019.00031.
  • [7] Ł. Kapusta, Analysis of deformation of residential buildings in mining areas. PhD thesis, Silesian University of Technology, Gliwice, Poland (in Polish), 2017.
  • [8] Ł. Kapusta, L. Szojda, Results of the ground surface deformation measurements in the zone of commencing the roof caving exploitation and the assessment of its impact on buildings, Pr. Inst. Mech. Górotworu PAN 20, 2, 123-135 (2018). DOI: http://imgpan.pl/wp-content/uploads/2018/07/Kwartalnik-20-2-14-Szojda.pdf.
  • [9] Ł. Kapusta, L. Szojda, Numerical Analysis of a two-segment building for a variable curvature of mining origin. Przegląd Górniczy 76, 2, 11-17 (in Polish) (2020).
  • [10] Ł. Kapusta, L. Szojda, The role of expansion joints for traditional buildings affected by the curvature of the mining area. Eng. Fail. Anal. 128, 105598, 1-14 (2021). DOI: https://doi.org/10.1016/j.engfailanal.2021.105598.
  • [11] S. Knothe, Projekt klasyfikacji terenów górniczych z punktu widzenia przydatności dla celów budowlanych. Przegląd Geodezyjny 9, 4, (In Polish) (1953).
  • [12] J. Krętowska, C. Miedziałowski, T. Chyży, The static and dynamic analysis of building structures: Selected problems/ Miedziałowski Czesław, Krętowska Joanna (Eds.), Publishing house of the University of Technology in Białystok 2015. ISBN 978-83-62582-80-8.
  • [13] Z. Kulczycki, W. Piątkowski, Naprawa szkód powodowanych ruchem zakładów górniczych w 2009 roku. Bezpieczeństwo pracy i ochrona środowiska w górnictwie, 9 (2010).
  • [14] J. Kwiatek, Construction facilities on mining areas. 2007, Wyd. GiG Katowice (in Polish).
  • [15] C. Miedziałowski, J. Krętowska, Finite element analysis for the modelling of building structures in three dimensional schemes. American Journal of Civil Engineering and Architecture 2, 4, 43-148 (2014). DOI: https://doi.org/10.12691/ajcea-2-4-4.
  • [16] C. Miedziałowski, J. Malesza, M. Malesza, Monitoring of interactions of a monumental historical complex located on an earth embankment. J. Civ. Eng. Manag. 20, 2, 299-307 (2014). DOI: https://doi.org/10.3846/13923730.2014.895412.
  • [17] C. Miedziałowski, L. Ustinovičius, Modelling of the spatial structure of longwall buildings with large-scale quasi finite elements and applying the method in the interaction issues with subsoil – with regard to their implementation in stage. Archives of Civil Engineering 67, 4, 527-541 (2021). DOI: https://doi.org/10.24425/ace.2021.138516.
  • [18] R. Misa, K. Tajduś, A. Sroka, Impact of geotechnical barrier modelled in the vicinity of a building structures located in mining area. Arch. Min. Sci. 63, 4, 919-933 (2018). DOI: https://doi.org/10.24425/ams.2018.124984.
  • [19] D. Mrozek, M. Mrozek, J. Fedorowicz, The protection of masonry buildings in a mining area. Procedia Engineering 193 International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures AMCM’2017, 184-191 (2017). DOI: https://doi.org/10.1016/j.proeng.2017.06.202.
  • [20] J. Ostrowski, Deformations of the mining area. 2015 AGH, Kraków (in Polish).
  • [21] J. Pielok, Wyznaczenie powierzchniowego tensora odkształceń na terenach górniczych w oparciu o pomiary geodezyjne. 2005 Uczelniane Wydawnictwo Naukowo-Dydaktyczne AGH, Kraków (in Polish).
  • [22] K. Rabiej-Sienicka, T.J. Rudek, A. Wagner, Let it Flow, Our Energy or Bright Future: Sociotechnical imaginaries of energy transition in Poland. Energy Research and Social Science 89, 1-29 (2022). DOI: https://doi.org/10.1016/j.erss.2022.102568.
  • [23] T.J. Rudek, Capturing the invisible. Sociotechnical imaginaries of energy. The critical overview. Sci. Public Policy 1-27 (2021). DOI: https://doi.org/10.1093/scipol/scab076.
  • [24] L. Słowik, Influence of the building inclination on the effort of the structure in mining exploitation conditions. Acta Scientarium Polonorum - Architectura Budownictwo 16, 3, 155-164 (2017) (in Polish). DOI: https://doi.org/10.22630/ASPA.2017.16.3.16.
  • [25] L. Słowik, B. Parkasiewicz, L. Chomacki, The impact on buildings of horizontal deformation of the mining substrate of the compression nature. Materiały Budowlane 11/2015, 27-29 (2015) (in Polish). DOI: https://doi.org/10.15199/33.2015.11.07.
  • [26] A. Sroka, R. Misa, K. Tajduś, M. Dudek, Analytical design of selected geotechnical solutions which protect civil structures from the effects of underground mining. Journal of Sustainable Mining 18, 1, 1-7 (2019). DOI: https://doi.org/10.1016/j.jsm.2018.10.002.
  • [27] L. Szojda, Numerical analysis of the influence of non-continuous ground displacement on masonry structure, 2009 Publishing House of the Silesian University of Technology, Gliwice (in Polish).
  • [28] L. Szojda, J. Kubica, B. Kotala, Numerical analysis of the impact of repeated use of coal seams on the brick structure of church vaults. Przegląd Górniczy 73, 12, 38-46 (in Polish) (2017).
  • [29] L. Szojda, Structural aspects of buildings protection in mining areas, 2019 Publishing House of the Silesian University of Technology, Gliwice, Monography (in Polish).
  • [30] K. Tajduś, Numerical Simulation of Underground Mining Exploitation Influence Upon Terrain Surface. Arch. Min. Sci. 58, 3, 605-616 (2013). DOI: https://doi.org/10.2478/amsc-2013-0042.
  • [31] K. Tajduś, Analysis of horizontal displacement distribution caused by single advancing longwall panel excavation. Journal of Rock Mechanics and Geotechnical Engineering 7, 4, 395-403 (2015). DOI: https://doi.org/10.1016/j.jrmge.2015.03.012.
  • [32] Instructions, Guidelines, Guidance 416/2006. The design of buildings in mining areas. Publishing House of ITB, Warsaw (in Polish).
  • [33] Instructions, Guidelines, Guidance 364/2000, Technical requirements for buildings erected in mining areas. Publishing House ITB, Warsaw (in Polish).
  • [34] PN-EN 1997-1 Eurokod 7: Geotechnical design. Part 1: General requirement (in Polish).
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0f184334-301d-4cb9-b078-4774a420937a
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.