Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China
Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting durin...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Yan, Peng [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer-Verlag Berlin Heidelberg 2016 |
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| Übergeordnetes Werk: |
Enthalten in: Environmental earth sciences - Berlin : Springer, 2009, 75(2016), 11 vom: 28. Mai |
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| Übergeordnetes Werk: |
volume:75 ; year:2016 ; number:11 ; day:28 ; month:05 |
| Links: |
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| DOI / URN: |
10.1007/s12665-016-5747-6 |
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| Katalog-ID: |
SPR026717514 |
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| 520 | |a Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. | ||
| 650 | 4 | |a The Baihetan Hydropower Station |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Blasting vibration |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Local residences |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Impact assessment |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Zou, Yujun |4 aut | |
| 700 | 1 | |a Zhou, Junru |4 aut | |
| 700 | 1 | |a Lu, Wenbo |4 aut | |
| 700 | 1 | |a Zhang, Yuzhu |4 aut | |
| 700 | 1 | |a Liu, Liang |4 aut | |
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10.1007/s12665-016-5747-6 doi (DE-627)SPR026717514 (SPR)s12665-016-5747-6-e DE-627 ger DE-627 rakwb eng Yan, Peng verfasserin aut Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag Berlin Heidelberg 2016 Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. The Baihetan Hydropower Station (dpeaa)DE-He213 Blasting vibration (dpeaa)DE-He213 Local residences (dpeaa)DE-He213 Impact assessment (dpeaa)DE-He213 Zou, Yujun aut Zhou, Junru aut Lu, Wenbo aut Zhang, Yuzhu aut Liu, Liang aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 75(2016), 11 vom: 28. Mai (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:75 year:2016 number:11 day:28 month:05 https://dx.doi.org/10.1007/s12665-016-5747-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A 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_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 75 2016 11 28 05 |
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10.1007/s12665-016-5747-6 doi (DE-627)SPR026717514 (SPR)s12665-016-5747-6-e DE-627 ger DE-627 rakwb eng Yan, Peng verfasserin aut Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag Berlin Heidelberg 2016 Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. The Baihetan Hydropower Station (dpeaa)DE-He213 Blasting vibration (dpeaa)DE-He213 Local residences (dpeaa)DE-He213 Impact assessment (dpeaa)DE-He213 Zou, Yujun aut Zhou, Junru aut Lu, Wenbo aut Zhang, Yuzhu aut Liu, Liang aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 75(2016), 11 vom: 28. Mai (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:75 year:2016 number:11 day:28 month:05 https://dx.doi.org/10.1007/s12665-016-5747-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A 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_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 75 2016 11 28 05 |
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10.1007/s12665-016-5747-6 doi (DE-627)SPR026717514 (SPR)s12665-016-5747-6-e DE-627 ger DE-627 rakwb eng Yan, Peng verfasserin aut Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag Berlin Heidelberg 2016 Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. The Baihetan Hydropower Station (dpeaa)DE-He213 Blasting vibration (dpeaa)DE-He213 Local residences (dpeaa)DE-He213 Impact assessment (dpeaa)DE-He213 Zou, Yujun aut Zhou, Junru aut Lu, Wenbo aut Zhang, Yuzhu aut Liu, Liang aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 75(2016), 11 vom: 28. Mai (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:75 year:2016 number:11 day:28 month:05 https://dx.doi.org/10.1007/s12665-016-5747-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A 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_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 75 2016 11 28 05 |
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10.1007/s12665-016-5747-6 doi (DE-627)SPR026717514 (SPR)s12665-016-5747-6-e DE-627 ger DE-627 rakwb eng Yan, Peng verfasserin aut Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag Berlin Heidelberg 2016 Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. The Baihetan Hydropower Station (dpeaa)DE-He213 Blasting vibration (dpeaa)DE-He213 Local residences (dpeaa)DE-He213 Impact assessment (dpeaa)DE-He213 Zou, Yujun aut Zhou, Junru aut Lu, Wenbo aut Zhang, Yuzhu aut Liu, Liang aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 75(2016), 11 vom: 28. Mai (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:75 year:2016 number:11 day:28 month:05 https://dx.doi.org/10.1007/s12665-016-5747-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A 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_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 75 2016 11 28 05 |
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10.1007/s12665-016-5747-6 doi (DE-627)SPR026717514 (SPR)s12665-016-5747-6-e DE-627 ger DE-627 rakwb eng Yan, Peng verfasserin aut Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer-Verlag Berlin Heidelberg 2016 Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. The Baihetan Hydropower Station (dpeaa)DE-He213 Blasting vibration (dpeaa)DE-He213 Local residences (dpeaa)DE-He213 Impact assessment (dpeaa)DE-He213 Zou, Yujun aut Zhou, Junru aut Lu, Wenbo aut Zhang, Yuzhu aut Liu, Liang aut Enthalten in Environmental earth sciences Berlin : Springer, 2009 75(2016), 11 vom: 28. Mai (DE-627)599673451 (DE-600)2493699-6 1866-6299 nnns volume:75 year:2016 number:11 day:28 month:05 https://dx.doi.org/10.1007/s12665-016-5747-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A 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_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 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_2008 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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2360 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 75 2016 11 28 05 |
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Yan, Peng @@aut@@ Zou, Yujun @@aut@@ Zhou, Junru @@aut@@ Lu, Wenbo @@aut@@ Zhang, Yuzhu @@aut@@ Liu, Liang @@aut@@ |
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In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. 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Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China The Baihetan Hydropower Station (dpeaa)DE-He213 Blasting vibration (dpeaa)DE-He213 Local residences (dpeaa)DE-He213 Impact assessment (dpeaa)DE-He213 |
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assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in china |
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Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China |
| abstract |
Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. © Springer-Verlag Berlin Heidelberg 2016 |
| abstractGer |
Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. © Springer-Verlag Berlin Heidelberg 2016 |
| abstract_unstemmed |
Abstract Reasonable assessment of blast-induced seismic impact on local residences has great significance for reducing social conflicts and ensuring smooth construction. In this paper, a grading and zoning evaluation scheme was introduced to assess the seismic impact caused by surface blasting during excavation of a high rock slope in China. Firstly, based on the one-dimensional seismic wave theory and several worldwide accepted vibration criteria, a specific vibration safety control standard is recommended. Then, a 6-month field investigation was conducted to evaluate the distribution of blasting vibration in the whole influenced residential area, and the attenuation laws of peak particle velocity (PPV) versus scaled distance were also obtained. Combining the presented seismic damage criterion with the monitored PPV distribution, safety distances for preventing cracking of mud-brick houses were derived, and the influenced zone can be divided into three sub-zones: scaled distance D < 40, 40 < D < 80 and D > 80 m/$ kg^{1/2} $, which can be defined as the influenced zone, slightly influenced zone and uninfluenced zone, respectively. And this sub-zoning scheme has been verified by the field investigation after blasting. And the result has been used as the main foundation for damage compensation. For this case, this method can also be promoted to other similar projects. © Springer-Verlag Berlin Heidelberg 2016 |
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| title_short |
Assessment of seismic impact on residences during blasting excavation of a large-scale rock slope in China |
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https://dx.doi.org/10.1007/s12665-016-5747-6 |
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Zou, Yujun Zhou, Junru Lu, Wenbo Zhang, Yuzhu Liu, Liang |
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Zou, Yujun Zhou, Junru Lu, Wenbo Zhang, Yuzhu Liu, Liang |
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10.1007/s12665-016-5747-6 |
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2024-07-03T22:21:19.191Z |
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|
| score |
7.399971 |