Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness
In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of...
Ausführliche Beschreibung
Autor*in: |
Łydżba Dariusz [verfasserIn] Różański Adrian [verfasserIn] Sobótka Maciej [verfasserIn] Pachnicz Michał [verfasserIn] Grosel Szczepan [verfasserIn] Tankiewicz Matylda [verfasserIn] Stefanek Paweł [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
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2021 |
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Übergeordnetes Werk: |
In: Studia Geotechnica et Mechanica - Sciendo, 2015, 43(2021), 2, Seite 181-194 |
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Übergeordnetes Werk: |
volume:43 ; year:2021 ; number:2 ; pages:181-194 |
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DOI / URN: |
10.2478/sgem-2021-0011 |
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Katalog-ID: |
DOAJ062359436 |
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10.2478/sgem-2021-0011 doi (DE-627)DOAJ062359436 (DE-599)DOAJ38ce1f803e9b457196829d2683cae1e2 DE-627 ger DE-627 rakwb eng TA703-712 Łydżba Dariusz verfasserin aut Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. tailings pond dam safety loading berm relief wells Engineering geology. Rock mechanics. Soil mechanics. Underground construction Różański Adrian verfasserin aut Sobótka Maciej verfasserin aut Pachnicz Michał verfasserin aut Grosel Szczepan verfasserin aut Tankiewicz Matylda verfasserin aut Stefanek Paweł verfasserin aut In Studia Geotechnica et Mechanica Sciendo, 2015 43(2021), 2, Seite 181-194 (DE-627)638412080 (DE-600)2578926-0 2083831X nnns volume:43 year:2021 number:2 pages:181-194 https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/article/38ce1f803e9b457196829d2683cae1e2 kostenfrei https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/toc/2083-831X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 43 2021 2 181-194 |
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10.2478/sgem-2021-0011 doi (DE-627)DOAJ062359436 (DE-599)DOAJ38ce1f803e9b457196829d2683cae1e2 DE-627 ger DE-627 rakwb eng TA703-712 Łydżba Dariusz verfasserin aut Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. tailings pond dam safety loading berm relief wells Engineering geology. Rock mechanics. Soil mechanics. Underground construction Różański Adrian verfasserin aut Sobótka Maciej verfasserin aut Pachnicz Michał verfasserin aut Grosel Szczepan verfasserin aut Tankiewicz Matylda verfasserin aut Stefanek Paweł verfasserin aut In Studia Geotechnica et Mechanica Sciendo, 2015 43(2021), 2, Seite 181-194 (DE-627)638412080 (DE-600)2578926-0 2083831X nnns volume:43 year:2021 number:2 pages:181-194 https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/article/38ce1f803e9b457196829d2683cae1e2 kostenfrei https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/toc/2083-831X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 43 2021 2 181-194 |
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10.2478/sgem-2021-0011 doi (DE-627)DOAJ062359436 (DE-599)DOAJ38ce1f803e9b457196829d2683cae1e2 DE-627 ger DE-627 rakwb eng TA703-712 Łydżba Dariusz verfasserin aut Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. tailings pond dam safety loading berm relief wells Engineering geology. Rock mechanics. Soil mechanics. Underground construction Różański Adrian verfasserin aut Sobótka Maciej verfasserin aut Pachnicz Michał verfasserin aut Grosel Szczepan verfasserin aut Tankiewicz Matylda verfasserin aut Stefanek Paweł verfasserin aut In Studia Geotechnica et Mechanica Sciendo, 2015 43(2021), 2, Seite 181-194 (DE-627)638412080 (DE-600)2578926-0 2083831X nnns volume:43 year:2021 number:2 pages:181-194 https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/article/38ce1f803e9b457196829d2683cae1e2 kostenfrei https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/toc/2083-831X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 43 2021 2 181-194 |
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10.2478/sgem-2021-0011 doi (DE-627)DOAJ062359436 (DE-599)DOAJ38ce1f803e9b457196829d2683cae1e2 DE-627 ger DE-627 rakwb eng TA703-712 Łydżba Dariusz verfasserin aut Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. tailings pond dam safety loading berm relief wells Engineering geology. Rock mechanics. Soil mechanics. Underground construction Różański Adrian verfasserin aut Sobótka Maciej verfasserin aut Pachnicz Michał verfasserin aut Grosel Szczepan verfasserin aut Tankiewicz Matylda verfasserin aut Stefanek Paweł verfasserin aut In Studia Geotechnica et Mechanica Sciendo, 2015 43(2021), 2, Seite 181-194 (DE-627)638412080 (DE-600)2578926-0 2083831X nnns volume:43 year:2021 number:2 pages:181-194 https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/article/38ce1f803e9b457196829d2683cae1e2 kostenfrei https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/toc/2083-831X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 43 2021 2 181-194 |
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10.2478/sgem-2021-0011 doi (DE-627)DOAJ062359436 (DE-599)DOAJ38ce1f803e9b457196829d2683cae1e2 DE-627 ger DE-627 rakwb eng TA703-712 Łydżba Dariusz verfasserin aut Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. tailings pond dam safety loading berm relief wells Engineering geology. Rock mechanics. Soil mechanics. Underground construction Różański Adrian verfasserin aut Sobótka Maciej verfasserin aut Pachnicz Michał verfasserin aut Grosel Szczepan verfasserin aut Tankiewicz Matylda verfasserin aut Stefanek Paweł verfasserin aut In Studia Geotechnica et Mechanica Sciendo, 2015 43(2021), 2, Seite 181-194 (DE-627)638412080 (DE-600)2578926-0 2083831X nnns volume:43 year:2021 number:2 pages:181-194 https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/article/38ce1f803e9b457196829d2683cae1e2 kostenfrei https://doi.org/10.2478/sgem-2021-0011 kostenfrei https://doaj.org/toc/2083-831X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 43 2021 2 181-194 |
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Safety analysis of the Żelazny Most tailings pond: qualitative evaluation of the preventive measures effectiveness |
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In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. |
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In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. |
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In this paper, a qualitative safety analysis of the Żelazny Most tailings pond is addressed. This object is one of the largest facilities of this type in the world being a crucial element in the technological line of copper production in KGHM Polska Miedź S.A. The assessment of the effectiveness of two types of preventive measures, i.e., relief wells and loading berms, is investigated based on displacement and stability analysis of two 2D cross-sections in a technical section of the dam. The study shows that the considered preventive measures generally have a positive impact on increasing the safety level of the structure during its further raise. In particular, their effectiveness is most evident when they are applied simultaneously. It is eventually suggested that the selection of final solutions to be applied on the facility should be based on the quantitative 3D analysis. |
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