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Analysis of surface changes from undermining and building site categorization: The case study in mining location Louky near Karviná
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SYSNO ASEP 0542971 Document Type J - Journal Article R&D Document Type Journal Article Subsidiary J Článek ve WOS Title Analysis of surface changes from undermining and building site categorization: The case study in mining location Louky near Karviná Author(s) Doležalová, Hana (UGN-S) RID
Kajzar, Vlastimil (UGN-S) RID, ORCIDNumber of authors 2 Source Title Acta geodynamica et geomaterialia. - : Ústav struktury a mechaniky hornin AV ČR, v. v. i. - ISSN 1214-9705
Roč. 18, č. 2 (2021), s. 121-135Number of pages 15 s. Publication form Online - E Language eng - English Country CZ - Czech Republic Keywords surface movements and deformations ; building site categories ; Upper Silesian Coal Basin ; Karviná region Subject RIV DH - Mining, incl. Coal Mining OECD category Environmental and geological engineering, geotechnics Method of publishing Open access Institutional support UGN-S - RVO:68145535 UT WOS 000661266800001 EID SCOPUS 85109083867 DOI 10.13168/AGG.2021.0009 Annotation Repeated geodetic observations were applied in mining location Louky near Karviná to detect surface changes from undermining in complex geo-mechanical conditions. Analyses of the subsidence magnitude and the length and direction of horizontal displacements showed that the subsidence trough was formed unevenly not only due to the position of the exploited local longwall panels and their different size but also showed a notable effect of the dominant tectonic fault. The significantly uneven development of the subsidence trough negatively affects line constructions. Terrain deformations of the road and stream pipeline were computed and classified into the building site categories according to the Czech standard ČSN 73 0039. The course of individual deformations in the monitored locality is influenced by a complex geo-mechanical situation. While the course of the subsidence curves is continuous at the observed pipeline and the classification of individual sections into building site categories corresponds with that, the road profile points out a more complex development of surface deformations. At the end of the observed period, 5 % of the profiles’ sections fell into category III (medium intensity), 49 % into category IV (moderate intensity) and 32 % stayed in category V (very moderate intensity of mining effects). Workplace Institute of Geonics Contact Lucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354 Year of Publishing 2022 Electronic address https://www.irsm.cas.cz/index.php?page=acta_detail_doi&id=386
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