Title

Numerical analysis of the influence of mining ground deformation on the structure of a masonry residential building

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 3

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, Poland

Authors

Szojda, Leszek ; Kapusta, Łukasz

Keywords

masonry structures ; numerical analysis ; mining subsidence ; ground curvature ; ground horizontal strain

Divisions of PAS

Nauki Techniczne

Coverage

243-257

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

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[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.
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[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.
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[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
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Date

2021.09.08

Type

Article

Identifier

DOI: 10.24425/ace.2021.138054