Assessing the stability of slopes in municipal solid waste landfills
Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of th...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Xu, Zhichao [verfasserIn] Chen, Yunshan [verfasserIn] Deng, Chao [verfasserIn] Wu, Yuexing [verfasserIn] Mao, Yu [verfasserIn] Ding, Xingyu [verfasserIn] Ji, Jing [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2024 |
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| Schlagwörter: |
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| Anmerkung: |
© Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Proceedings of the Indian National Science Academy - Indian National Science Academy, 2022, 90(2024), 4 vom: 20. Mai, Seite 1029-1037 |
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| Übergeordnetes Werk: |
volume:90 ; year:2024 ; number:4 ; day:20 ; month:05 ; pages:1029-1037 |
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| DOI / URN: |
10.1007/s43538-024-00291-0 |
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| Katalog-ID: |
SPR058049746 |
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| 520 | |a Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. | ||
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| 650 | 4 | |a Landfill |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Newmark analyses |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Permanent displacement |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Seismic stability |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Chen, Yunshan |e verfasserin |4 aut | |
| 700 | 1 | |a Deng, Chao |e verfasserin |4 aut | |
| 700 | 1 | |a Wu, Yuexing |e verfasserin |4 aut | |
| 700 | 1 | |a Mao, Yu |e verfasserin |4 aut | |
| 700 | 1 | |a Ding, Xingyu |e verfasserin |4 aut | |
| 700 | 1 | |a Ji, Jing |e verfasserin |4 aut | |
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10.1007/s43538-024-00291-0 doi (DE-627)SPR058049746 (SPR)s43538-024-00291-0-e DE-627 ger DE-627 rakwb eng Xu, Zhichao verfasserin aut Assessing the stability of slopes in municipal solid waste landfills 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. Slope stability (dpeaa)DE-He213 Landfill (dpeaa)DE-He213 Newmark analyses (dpeaa)DE-He213 Permanent displacement (dpeaa)DE-He213 Seismic stability (dpeaa)DE-He213 Chen, Yunshan verfasserin aut Deng, Chao verfasserin aut Wu, Yuexing verfasserin aut Mao, Yu verfasserin aut Ding, Xingyu verfasserin aut Ji, Jing verfasserin aut Enthalten in Proceedings of the Indian National Science Academy Indian National Science Academy, 2022 90(2024), 4 vom: 20. Mai, Seite 1029-1037 (DE-627)78783341X (DE-600)2773381-6 2454-9983 nnns volume:90 year:2024 number:4 day:20 month:05 pages:1029-1037 https://dx.doi.org/10.1007/s43538-024-00291-0 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_72 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2574 GBV_ILN_4012 GBV_ILN_4029 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4116 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4155 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4311 GBV_ILN_4313 GBV_ILN_4314 GBV_ILN_4315 GBV_ILN_4318 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4598 GBV_ILN_4700 AR 90 2024 4 20 05 1029-1037 |
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10.1007/s43538-024-00291-0 doi (DE-627)SPR058049746 (SPR)s43538-024-00291-0-e DE-627 ger DE-627 rakwb eng Xu, Zhichao verfasserin aut Assessing the stability of slopes in municipal solid waste landfills 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. Slope stability (dpeaa)DE-He213 Landfill (dpeaa)DE-He213 Newmark analyses (dpeaa)DE-He213 Permanent displacement (dpeaa)DE-He213 Seismic stability (dpeaa)DE-He213 Chen, Yunshan verfasserin aut Deng, Chao verfasserin aut Wu, Yuexing verfasserin aut Mao, Yu verfasserin aut Ding, Xingyu verfasserin aut Ji, Jing verfasserin aut Enthalten in Proceedings of the Indian National Science Academy Indian National Science Academy, 2022 90(2024), 4 vom: 20. Mai, Seite 1029-1037 (DE-627)78783341X (DE-600)2773381-6 2454-9983 nnns volume:90 year:2024 number:4 day:20 month:05 pages:1029-1037 https://dx.doi.org/10.1007/s43538-024-00291-0 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_72 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2574 GBV_ILN_4012 GBV_ILN_4029 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4116 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4155 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4311 GBV_ILN_4313 GBV_ILN_4314 GBV_ILN_4315 GBV_ILN_4318 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4598 GBV_ILN_4700 AR 90 2024 4 20 05 1029-1037 |
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10.1007/s43538-024-00291-0 doi (DE-627)SPR058049746 (SPR)s43538-024-00291-0-e DE-627 ger DE-627 rakwb eng Xu, Zhichao verfasserin aut Assessing the stability of slopes in municipal solid waste landfills 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. Slope stability (dpeaa)DE-He213 Landfill (dpeaa)DE-He213 Newmark analyses (dpeaa)DE-He213 Permanent displacement (dpeaa)DE-He213 Seismic stability (dpeaa)DE-He213 Chen, Yunshan verfasserin aut Deng, Chao verfasserin aut Wu, Yuexing verfasserin aut Mao, Yu verfasserin aut Ding, Xingyu verfasserin aut Ji, Jing verfasserin aut Enthalten in Proceedings of the Indian National Science Academy Indian National Science Academy, 2022 90(2024), 4 vom: 20. Mai, Seite 1029-1037 (DE-627)78783341X (DE-600)2773381-6 2454-9983 nnns volume:90 year:2024 number:4 day:20 month:05 pages:1029-1037 https://dx.doi.org/10.1007/s43538-024-00291-0 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_72 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2574 GBV_ILN_4012 GBV_ILN_4029 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4116 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4155 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4311 GBV_ILN_4313 GBV_ILN_4314 GBV_ILN_4315 GBV_ILN_4318 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4598 GBV_ILN_4700 AR 90 2024 4 20 05 1029-1037 |
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10.1007/s43538-024-00291-0 doi (DE-627)SPR058049746 (SPR)s43538-024-00291-0-e DE-627 ger DE-627 rakwb eng Xu, Zhichao verfasserin aut Assessing the stability of slopes in municipal solid waste landfills 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. Slope stability (dpeaa)DE-He213 Landfill (dpeaa)DE-He213 Newmark analyses (dpeaa)DE-He213 Permanent displacement (dpeaa)DE-He213 Seismic stability (dpeaa)DE-He213 Chen, Yunshan verfasserin aut Deng, Chao verfasserin aut Wu, Yuexing verfasserin aut Mao, Yu verfasserin aut Ding, Xingyu verfasserin aut Ji, Jing verfasserin aut Enthalten in Proceedings of the Indian National Science Academy Indian National Science Academy, 2022 90(2024), 4 vom: 20. Mai, Seite 1029-1037 (DE-627)78783341X (DE-600)2773381-6 2454-9983 nnns volume:90 year:2024 number:4 day:20 month:05 pages:1029-1037 https://dx.doi.org/10.1007/s43538-024-00291-0 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_72 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2574 GBV_ILN_4012 GBV_ILN_4029 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4116 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4155 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4311 GBV_ILN_4313 GBV_ILN_4314 GBV_ILN_4315 GBV_ILN_4318 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4598 GBV_ILN_4700 AR 90 2024 4 20 05 1029-1037 |
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10.1007/s43538-024-00291-0 doi (DE-627)SPR058049746 (SPR)s43538-024-00291-0-e DE-627 ger DE-627 rakwb eng Xu, Zhichao verfasserin aut Assessing the stability of slopes in municipal solid waste landfills 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. Slope stability (dpeaa)DE-He213 Landfill (dpeaa)DE-He213 Newmark analyses (dpeaa)DE-He213 Permanent displacement (dpeaa)DE-He213 Seismic stability (dpeaa)DE-He213 Chen, Yunshan verfasserin aut Deng, Chao verfasserin aut Wu, Yuexing verfasserin aut Mao, Yu verfasserin aut Ding, Xingyu verfasserin aut Ji, Jing verfasserin aut Enthalten in Proceedings of the Indian National Science Academy Indian National Science Academy, 2022 90(2024), 4 vom: 20. Mai, Seite 1029-1037 (DE-627)78783341X (DE-600)2773381-6 2454-9983 nnns volume:90 year:2024 number:4 day:20 month:05 pages:1029-1037 https://dx.doi.org/10.1007/s43538-024-00291-0 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_72 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2574 GBV_ILN_4012 GBV_ILN_4029 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4116 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4155 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4311 GBV_ILN_4313 GBV_ILN_4314 GBV_ILN_4315 GBV_ILN_4318 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4598 GBV_ILN_4700 AR 90 2024 4 20 05 1029-1037 |
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Xu, Zhichao @@aut@@ Chen, Yunshan @@aut@@ Deng, Chao @@aut@@ Wu, Yuexing @@aut@@ Mao, Yu @@aut@@ Ding, Xingyu @@aut@@ Ji, Jing @@aut@@ |
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Assessing the stability of slopes in municipal solid waste landfills Slope stability (dpeaa)DE-He213 Landfill (dpeaa)DE-He213 Newmark analyses (dpeaa)DE-He213 Permanent displacement (dpeaa)DE-He213 Seismic stability (dpeaa)DE-He213 |
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assessing the stability of slopes in municipal solid waste landfills |
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Assessing the stability of slopes in municipal solid waste landfills |
| abstract |
Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract In this investigation, we focused on geotechnical aspects concerning the static and dynamic slope stability analyses for a landfill during the final stages of construction under worst-case conditions. To ensure accuracy, we accounted for varying mechanical and physical characteristics of the buried wastes at different depths, which were determined through a combination of field investigation and literature data. For the dynamic analysis, we employed a Newark-type approach to calculate the permanent displacement of the buried wastes when subjected to a critical artificial earthquake. Subsequently, Newmark analyses were conducted to evaluate the sliding potential of the landfill cover and the critical wedge, enabling us to assess the yield acceleration and time history of permanent displacements. The comprehensive analysis outcomes have been instrumental in evaluating the landfill's overall static and seismic stability and assessing the adequacy of the design slopes. The study’s findings hold significant implications for ensuring the landfill’s safety and appropriateness under critical loading conditions. © Indian National Science Academy 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Assessing the stability of slopes in municipal solid waste landfills |
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https://dx.doi.org/10.1007/s43538-024-00291-0 |
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Chen, Yunshan Deng, Chao Wu, Yuexing Mao, Yu Ding, Xingyu Ji, Jing |
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Chen, Yunshan Deng, Chao Wu, Yuexing Mao, Yu Ding, Xingyu Ji, Jing |
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10.1007/s43538-024-00291-0 |
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2024-10-25T04:56:49.221Z |
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| score |
7.402774 |