Details
Title
Numerical analysis of the influence of mining ground deformation on the structure of a masonry residential buildingJournal title
Archives of Civil EngineeringYearbook
2021Volume
vol. 67Issue
No 3Authors
Affiliation
Szojda, Leszek : Silesian University of Technology, Department of Structural Engineering, ul. Akademicka 5,44-100 Gliwice, Poland ; Kapusta, Łukasz : Kielce University of Technology, Department of Environmental, Geomatic and Energy Engineering, al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, PolandKeywords
masonry structures ; numerical analysis ; mining subsidence ; ground curvature ; ground horizontal strainDivisions of PAS
Nauki TechniczneCoverage
243-257Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] Ochrona powierzchni przed szkodami górniczymi, Group work, Publishing House Śląsk; 1980.
[2] J. Rusek, L. Słowik, K. Firek, M. Pitas, “Determining the Dynamic Resistance of Existing Steel Industrial Hall Structures for Areas with Different Seismic Activity”. Archives of Civil Engineering LXVI(4): 2020; pp. 525–542; https://doi.org/10.24425/ace.2020.135235.
[3] J. Rusek, W. Kocot, “Proposed Assessment of Dynamic Resistance of the Existing Industrial Portal Frame Building Structures to the Impact of Mining Tremors”. 2017 IOP Conference Series Materials Science and Engineering; 245(3):032020; https://doi.org/10.1088/1757-899X/245/3/032020.
[4] J. Rusek, K. Tajduś, K. Firek, A. Jędrzejczyk, “Bayesian networks and Support Vector Classifier in damage risk assessment of RC prefabricated building structures in mining areas”. 2020 5th International Conference on Smart and Sustainable Technologies (SpliTech); https://doi.org/10.23919/SpliTech49282.2020.9243718
[5] Y. Jiang, R. Misa, K. Tajduś, A. Sroka, Y. Jiang, “A new prediction model of surface subsidence with Cauchy distribution in the coal mine of thick topsoil condition”. Archives of Mining Sciences 65(1): 2020; pp. 147–158; https://doi.org/10.24425/ams.2020.132712.
[6] A. Sroka, S. Knothe, K. Tajduś, R Misa., “Point Movement Trace Vs. The Range Of Mining Exploitation Effects In The Rock Mass”. Archives of Mining Sciences, Vol. 60 (2015), No 4, pp. 921–929; https://doi.org/10.1515/amsc-2015-0060
[7] K. Tajduś, “Analysis of horizontal displacement distribution caused by single advancing longwall panel excavation”. Journal of Rock Mechanics and Geotechnical Engineering 1(4) 2015; https://doi.org/10.1016/j.jrmge.2015.03.012.
[8] R. Bals, “Beitrag zur Frage der Vorausberechnung bergbaulicher Senkungen. Mitteilungen aus dem Markscheidewese”. Verlag Konrad Witter. Stuttgart; 1931/32.
[9] Knothe S., „Równanie profilu ostatecznie wykształconej niecki osiadania”, Archiwum Górnictwa i Hutnictwa, 1953, t.1, z.1.
[10] W. Ehrhard, A. Sauer, “Die Vorausberechnung von Senkung, Schieflage und Krummung uber dem Abbau in flacher Lagerung”. Bergbau-Wissenschaften, 1961.
[11] K. Tajduś, “Numerical Simulation of Underground Mining Exploitation Influence Upon Terrain Surface”. Archives of Mining Sciences 58(3) 2013; https://doi.org/10.2478/amsc-2013-0042.
[12] M. Cała, J. Flisiak, A. Tajduś, „Wpływ niepodsadzkowych wyrobisk przyszybowych na deformacje powierzchni. Człowiek i środowisko wobec procesu restrukturyzacji górnictwa węgla kamiennego”. Biblioteka Szkoły Eksploatacji Podziemnej, 2001, nr 6.
[13] K. Tajduś, S. Knothe, A. Sroka, R. Misa, “Underground exploitations inside safety pillar shafts when considering the effective use of a coal deposit”. Gospodarka Surowcami Mineralnymi 31(3): 2015; pp. 93–110; https://doi.org/10.1515/gospo-2015-0027.
[14] Z. Budzianowski, „Działanie wygiętego podłoża na sztywną budowlę znajdującą się w obszarze eksploatacji górniczej”. Inżynieria i Budownictwo, 1964, nr 6 i 7.
[15] O. Deck, M. Al Heib, F. Homand, “Taking the soil–structure interaction into account in assessing the loading of a structure in a mining subsidence area”. Engineering Structures 2003; 25, pp. 435–448; https://doi.org/10.1016/S0141-0296(02)00184-0
[16] A. Saeidi, O. Deck, T. Verdel, “Development of building vulnerability functions in subsidence regions from empirical methods”. Engineering Structures 2009; 31 (10), pp. 2275–2286; https://doi.org/10.1016/j.engstruct.2009.04.010
[17] J. Kwiatek, “Protection of construction objects in mining areas”. Publishing House of Central Mining Institute, Katowice, (in Polish) 1997; p. 726.
[18] J. Kwiatek, “Construction facilities on mining areas”. Wyd. GiG Katowice (in Polish), 2007; p. 266.
[19] L. Szojda, “Numerical analysis of the influence of non-continuous ground displacement on masonry structure”. Silesian University of Technology Publishing House, Gliwice, Monography (in Polish), p. 194; 2009.
[20] 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, pp.184–191; https://doi.org/10.1016/j.proeng.2017.06.202
[21] R. Misa, K. Tajduś, A. Sroka, “Impact of geotechnical barrier modelled in the vicinity of a building structures located in mining area”. Archives of Mining Sciences 2018; no 4, vol. 63 Kraków, pp. 919–933; https://doi.org/10.24425/ams.2018.124984
[22] A. Sroka, R. Misa, K. Tajduś, M. Dudek, “Analytical design of selected geotechnical solutions which protect civil structures from the effects of underground mining”. https://doi.org/10.1016/j.jsm.2018.10.002
[23] L. Szojda, Ł. Kapusta, “Evaluation of the elastic model of a building on a curved mining ground based on the result of geodetic monitoring”. Archives of Mining Sciences 65(2): 2020; pp. 213–224, https://doi.org/10.24425/ams.2020.133188
[24] L. Szojda, G. Wandzik, “Discontinuous terrain deformation - forecasting and consequences of their occurrence for building structures”. 29th International Conference on Structural Failures, 2019, art. no. 03010 pp. 1–12, https://doi.org/10.1051/matecconf/201928403010
[25] L. Szojda, „Analiza numeryczna zmian naprężeń w konstrukcji ściany wywołanych nieciągłymi deformacjami podłoża górniczego”. Czasopismo Inżynierii Lądowej, Środowiska i Architektury, 2017 t. 34 z. 64, nr 3/I, p. 511–522, https://doi.org/10.7862/rb.2017.142
[26] V. Červenka, L. Jendele, J. Červenka, “ATENA Program documentation”. Part 1, Theory, Prague, 2016, p. 330.