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Tytuł artykułu

Deformation and damage to buildings caused by ground movements in mining areas (case study)

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Human activity causes transformations in the near-surface layers of the rock mass, which result in long-term impacts on buildings and engineering infrastructure. Mining activities are particularly disadvantageous in this context, as they trigger severe deformation processes that reach the soil surface as a result of the excavation of deposits. The prevention of accidents and disasters caused by these impacts is based on knowledge derived from observation. Therefore, the aim of this study was to acquire and update knowledge on the impact of mining-related ground deformation and tremors on buildings. The paper presents the results of measurements carried out on a group of buildings located in an underground mining area. The buildings have been affected by mining impacts since their construction in the 1980s. Despite the implementation of appropriate structural protection, the structures have been suffering deformation and damage. For the purposes of the study, two two-axis inclinometers were installed on the 15.2 m high bell tower, taking measurements at 6-hour intervals. Over a period of 10 months, changes in the leaning of the tower were measured and the condition of the other buildings observed. The study resulted in obtaining: values for the change in tilt of the two perpendicular walls of the tower (over a period of 10 months),correlation of the results with tremors measurements and periodic surveying measurements of the inclination of the vertical edge of the tower, image of damage to buildings caused by mining deformation of the ground. On the basis of an analysis of the location and timing of minefields excavation, the occurrence of real ground movement in the mining areas, continuing even after the end of mining works, was confirmed and irregular deformation of the originally perpendicular walls of the masonry tower building was demonstrated. The tower did not behave as a rigid body; its horizontal profile was deformed.
Rocznik
Tom
Strony
52--63
Opis fizyczny
Bibliogr. 12 poz., rys., tab.
Twórcy
  • Strata Mechanics Research Institute of Polish Academy of Sciences, Cracow, Poland
  • Strata Mechanics Research Institute of Polish Academy of Sciences, Cracow, Poland
  • Strata Mechanics Research Institute of Polish Academy of Sciences, Cracow, Poland
Bibliografia
  • 1. Alhaddad, M., Dewhirst, M., Soga, K. & Devriendt, M. A new photogrammetric system for high-precision monitoring of tunnel deformations. Proceedings of the Institution of Civil Engineers: Transport 172(2), 81–93 (2019).
  • 2. Ciampalini, A. et al. Analysis of building deformation in landslide area using multisensor PSInSARTM technique. International Journal of Applied Earth Observation and Geoinformation 33, 166–180 (2014).
  • 3. Florkowska, L. Land subsidence due to mining operations in disturbed rock mass, on the example of Ruda Śląska (Poland). Archives of mining sciences 55(3), 691–701 (2010).
  • 4. Florkowska, L. The Application of Numerical Analysis in Determining the State of the Rock Mass Around Di- rectional Wells in ISRM European Rock Mechanics Symposium - EUROCK 2017 (ed Konicek, P.) 191 (2017), 785–794.
  • 5. Florkowska, L. & Kanciruk, A. Analysis of the Consequences of Mining Exploitation in Substantially Disturbed Strata Based on Spatial Measurements of a Building’s Tilt. In Rock mechanics for resources, energy and environment. Proceedings of Eurorock 2013 -the ISRM International Symposium Wrocław, Poland, 23-26 September 2013. CRC Press. (2013), 575–580.
  • 6. Florkowska, L., Bryt-Nitarska, I., Gawałkiewicz, R. & Kruczkowski, J. Monitoring and Assessing the Dynamics of Building Deformation Changes in Landslide Areas. Buildings 10(1) (2020).
  • 7. Park, H. S., Park, K., Kim, Y. & Choi, S. W. Deformation Monitoring of a Building Structure Using a Motion Capture System. IEEE/ASME Transactions on Mechatronics 20(5), 2276–2284 (2015).
  • 8. Seco, A., Tirapu, F., Ramírez, F., García, B. & Cabrejas, J. Assessing building displacement with GPS. Building and Environment 42, 393–399. issn: 0360-1323 (2007).
  • 9. Structure monitoring and deformation analysis of tunnel structure. Composite Structures 276, 114565. issn: 0263-8223 (2021).
  • 10. Strzałkowski, P. Some Remarks on Impact of Mining Based on an Example of Building Deformation and Damage Caused by Mining in Conditions of Upper Silesian Coal Basin. Pure and Applied Geophysics volume 176, 2595–2605 (2019).
  • 11. Sun, H. et al. Tunnel Monitoring and Measuring System Using Mobile Laser Scanning: Design and Deployment. Remote Sensing 12. issn: 2072-4292 (2020).
  • 12. Xu, X., Yang, H. & Kargoll, B. Robust and automatic modeling of tunnel structures based on terrestrial laser scanning measurement. International Journal of Distributed Sensor Networks 15, 1550147719884886 (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-17a7b076-b376-433a-b576-89e1995a5fb6
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