The application of seismic methods for dynamic characterization of soils in earthquake engineering
Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave v...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jongmans, D. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1992 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Bulletin of engineering geology and the environment - Berlin : Springer, 1970, 46(1992), 1 vom: 01. Okt., Seite 63-69 |
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| Übergeordnetes Werk: |
volume:46 ; year:1992 ; number:1 ; day:01 ; month:10 ; pages:63-69 |
| Links: |
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| DOI / URN: |
10.1007/BF02595035 |
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| Katalog-ID: |
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| 245 | 1 | 4 | |a The application of seismic methods for dynamic characterization of soils in earthquake engineering |
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| 520 | |a Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. | ||
| 650 | 4 | |a Shear Wave Velocity |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Geophone |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Attenuation Measurement |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Seismic Method |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Intrinsic Attenuation |7 (dpeaa)DE-He213 | |
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| 773 | 1 | 8 | |g volume:46 |g year:1992 |g number:1 |g day:01 |g month:10 |g pages:63-69 |
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1992 |
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10.1007/BF02595035 doi (DE-627)SPR008461422 (SPR)BF02595035-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Jongmans, D. verfasserin aut The application of seismic methods for dynamic characterization of soils in earthquake engineering 1992 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. Shear Wave Velocity (dpeaa)DE-He213 Geophone (dpeaa)DE-He213 Attenuation Measurement (dpeaa)DE-He213 Seismic Method (dpeaa)DE-He213 Intrinsic Attenuation (dpeaa)DE-He213 Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 46(1992), 1 vom: 01. Okt., Seite 63-69 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:46 year:1992 number:1 day:01 month:10 pages:63-69 https://dx.doi.org/10.1007/BF02595035 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_121 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_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 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_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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2808 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_4277 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 38.58 ASE 56.00 ASE 56.20 ASE AR 46 1992 1 01 10 63-69 |
| spelling |
10.1007/BF02595035 doi (DE-627)SPR008461422 (SPR)BF02595035-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Jongmans, D. verfasserin aut The application of seismic methods for dynamic characterization of soils in earthquake engineering 1992 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. Shear Wave Velocity (dpeaa)DE-He213 Geophone (dpeaa)DE-He213 Attenuation Measurement (dpeaa)DE-He213 Seismic Method (dpeaa)DE-He213 Intrinsic Attenuation (dpeaa)DE-He213 Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 46(1992), 1 vom: 01. Okt., Seite 63-69 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:46 year:1992 number:1 day:01 month:10 pages:63-69 https://dx.doi.org/10.1007/BF02595035 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_121 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_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 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_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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2808 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_4277 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 38.58 ASE 56.00 ASE 56.20 ASE AR 46 1992 1 01 10 63-69 |
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10.1007/BF02595035 doi (DE-627)SPR008461422 (SPR)BF02595035-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Jongmans, D. verfasserin aut The application of seismic methods for dynamic characterization of soils in earthquake engineering 1992 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. Shear Wave Velocity (dpeaa)DE-He213 Geophone (dpeaa)DE-He213 Attenuation Measurement (dpeaa)DE-He213 Seismic Method (dpeaa)DE-He213 Intrinsic Attenuation (dpeaa)DE-He213 Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 46(1992), 1 vom: 01. Okt., Seite 63-69 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:46 year:1992 number:1 day:01 month:10 pages:63-69 https://dx.doi.org/10.1007/BF02595035 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_121 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_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 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_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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2808 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_4277 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 38.58 ASE 56.00 ASE 56.20 ASE AR 46 1992 1 01 10 63-69 |
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10.1007/BF02595035 doi (DE-627)SPR008461422 (SPR)BF02595035-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Jongmans, D. verfasserin aut The application of seismic methods for dynamic characterization of soils in earthquake engineering 1992 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. Shear Wave Velocity (dpeaa)DE-He213 Geophone (dpeaa)DE-He213 Attenuation Measurement (dpeaa)DE-He213 Seismic Method (dpeaa)DE-He213 Intrinsic Attenuation (dpeaa)DE-He213 Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 46(1992), 1 vom: 01. Okt., Seite 63-69 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:46 year:1992 number:1 day:01 month:10 pages:63-69 https://dx.doi.org/10.1007/BF02595035 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_121 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_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 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_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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2808 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_4277 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 38.58 ASE 56.00 ASE 56.20 ASE AR 46 1992 1 01 10 63-69 |
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10.1007/BF02595035 doi (DE-627)SPR008461422 (SPR)BF02595035-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Jongmans, D. verfasserin aut The application of seismic methods for dynamic characterization of soils in earthquake engineering 1992 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. Shear Wave Velocity (dpeaa)DE-He213 Geophone (dpeaa)DE-He213 Attenuation Measurement (dpeaa)DE-He213 Seismic Method (dpeaa)DE-He213 Intrinsic Attenuation (dpeaa)DE-He213 Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 46(1992), 1 vom: 01. Okt., Seite 63-69 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:46 year:1992 number:1 day:01 month:10 pages:63-69 https://dx.doi.org/10.1007/BF02595035 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_121 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_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_374 GBV_ILN_602 GBV_ILN_647 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_2018 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_2043 GBV_ILN_2044 GBV_ILN_2048 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_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_2158 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2193 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_2808 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_4277 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4346 GBV_ILN_4367 GBV_ILN_4393 GBV_ILN_4700 GBV_ILN_4753 38.58 ASE 56.00 ASE 56.20 ASE AR 46 1992 1 01 10 63-69 |
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Enthalten in Bulletin of engineering geology and the environment 46(1992), 1 vom: 01. Okt., Seite 63-69 volume:46 year:1992 number:1 day:01 month:10 pages:63-69 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR008461422</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220110203347.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201005s1992 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/BF02595035</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR008461422</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)BF02595035-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">550</subfield><subfield code="a">600</subfield><subfield code="q">ASE</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">38.58</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.00</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.20</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Jongmans, D.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="4"><subfield code="a">The application of seismic methods for dynamic characterization of soils in earthquake engineering</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">1992</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. 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Jongmans, D. |
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Jongmans, D. ddc 550 bkl 38.58 bkl 56.00 bkl 56.20 misc Shear Wave Velocity misc Geophone misc Attenuation Measurement misc Seismic Method misc Intrinsic Attenuation The application of seismic methods for dynamic characterization of soils in earthquake engineering |
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550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl The application of seismic methods for dynamic characterization of soils in earthquake engineering Shear Wave Velocity (dpeaa)DE-He213 Geophone (dpeaa)DE-He213 Attenuation Measurement (dpeaa)DE-He213 Seismic Method (dpeaa)DE-He213 Intrinsic Attenuation (dpeaa)DE-He213 |
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Jongmans, D. |
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application of seismic methods for dynamic characterization of soils in earthquake engineering |
| title_auth |
The application of seismic methods for dynamic characterization of soils in earthquake engineering |
| abstract |
Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. |
| abstractGer |
Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. |
| abstract_unstemmed |
Abstract A relatively large number of field methods are available for determining the dynamic parameters of soil—the wave velocities ($ V_{p} $ $ V_{s} $) and the quality factors ($ Q_{p} $, $ Q_{s} $)—in the low strain range. In earthquake engineering, the main elastic parameter is the shear wave velocity $ V_{s} $ which allows determination of the in situ shear moulus G. Among the different techniques to infer $ V_{s} $ as a function of the depth, the surface wave inversion appears to be particularly interesting because the surface waves can be recorded during standard refraction tests and because the technique does not require boreholes. Although considerable attention has been given to attenuation measurements in recent years, the quality factor determination from in situ tests remains a difficult and crucial problem. Two techniques—the spectral ratio and the rise time methods—are presented and illustrated in the case of a horizontally layered structure. |
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The application of seismic methods for dynamic characterization of soils in earthquake engineering |
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| score |
7.400613 |