Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid

Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liqu...
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Autor*in:	Huang, Jin [verfasserIn] Liu, Xiaoli [verfasserIn] Zhao, Jian [verfasserIn] Wang, Enzhi [verfasserIn] Wang, Sijing [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	Stress wave Liquid-filled rock joint Propagation properties Liquid dynamic response Split Hopkinson pressure bar

Übergeordnetes Werk:	Enthalten in: Rock mechanics and rock engineering - Wien [u.a.] : Springer, 1969, 53(2020), 8 vom: 25. Apr., Seite 3637-3655
Übergeordnetes Werk:	volume:53 ; year:2020 ; number:8 ; day:25 ; month:04 ; pages:3637-3655

Links:	Volltext

DOI / URN:	10.1007/s00603-020-02126-y

Katalog-ID:	SPR040500705

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520			\|a Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient.
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650		4	\|a Propagation properties \|7 (dpeaa)DE-He213
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700	1		\|a Wang, Enzhi \|e verfasserin \|4 aut
700	1		\|a Wang, Sijing \|e verfasserin \|4 aut
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author_variant	j h jh x l xl j z jz e w ew s w sw
matchkey_str	article:1434453X:2020----::rpgtoosrswvshogflyauaercjitneudandodtosndnmcep
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bklnumber	38.58 56.20
publishDate	2020
allfields	10.1007/s00603-020-02126-y doi (DE-627)SPR040500705 (SPR)s00603-020-02126-y-e DE-627 ger DE-627 rakwb eng 690 ASE 38.58 bkl 56.20 bkl Huang, Jin verfasserin aut Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient. Stress wave (dpeaa)DE-He213 Liquid-filled rock joint (dpeaa)DE-He213 Propagation properties (dpeaa)DE-He213 Liquid dynamic response (dpeaa)DE-He213 Split Hopkinson pressure bar (dpeaa)DE-He213 Liu, Xiaoli verfasserin aut Zhao, Jian verfasserin aut Wang, Enzhi verfasserin aut Wang, Sijing verfasserin aut Enthalten in Rock mechanics and rock engineering Wien [u.a.] : Springer, 1969 53(2020), 8 vom: 25. Apr., Seite 3637-3655 (DE-627)270128352 (DE-600)1476578-0 1434-453X nnns volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655 https://dx.doi.org/10.1007/s00603-020-02126-y 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_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_267 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_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_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.20 ASE AR 53 2020 8 25 04 3637-3655
spelling	10.1007/s00603-020-02126-y doi (DE-627)SPR040500705 (SPR)s00603-020-02126-y-e DE-627 ger DE-627 rakwb eng 690 ASE 38.58 bkl 56.20 bkl Huang, Jin verfasserin aut Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient. Stress wave (dpeaa)DE-He213 Liquid-filled rock joint (dpeaa)DE-He213 Propagation properties (dpeaa)DE-He213 Liquid dynamic response (dpeaa)DE-He213 Split Hopkinson pressure bar (dpeaa)DE-He213 Liu, Xiaoli verfasserin aut Zhao, Jian verfasserin aut Wang, Enzhi verfasserin aut Wang, Sijing verfasserin aut Enthalten in Rock mechanics and rock engineering Wien [u.a.] : Springer, 1969 53(2020), 8 vom: 25. Apr., Seite 3637-3655 (DE-627)270128352 (DE-600)1476578-0 1434-453X nnns volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655 https://dx.doi.org/10.1007/s00603-020-02126-y 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_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_267 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_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_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.20 ASE AR 53 2020 8 25 04 3637-3655
allfields_unstemmed	10.1007/s00603-020-02126-y doi (DE-627)SPR040500705 (SPR)s00603-020-02126-y-e DE-627 ger DE-627 rakwb eng 690 ASE 38.58 bkl 56.20 bkl Huang, Jin verfasserin aut Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient. Stress wave (dpeaa)DE-He213 Liquid-filled rock joint (dpeaa)DE-He213 Propagation properties (dpeaa)DE-He213 Liquid dynamic response (dpeaa)DE-He213 Split Hopkinson pressure bar (dpeaa)DE-He213 Liu, Xiaoli verfasserin aut Zhao, Jian verfasserin aut Wang, Enzhi verfasserin aut Wang, Sijing verfasserin aut Enthalten in Rock mechanics and rock engineering Wien [u.a.] : Springer, 1969 53(2020), 8 vom: 25. Apr., Seite 3637-3655 (DE-627)270128352 (DE-600)1476578-0 1434-453X nnns volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655 https://dx.doi.org/10.1007/s00603-020-02126-y 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_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_267 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_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_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.20 ASE AR 53 2020 8 25 04 3637-3655
allfieldsGer	10.1007/s00603-020-02126-y doi (DE-627)SPR040500705 (SPR)s00603-020-02126-y-e DE-627 ger DE-627 rakwb eng 690 ASE 38.58 bkl 56.20 bkl Huang, Jin verfasserin aut Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient. Stress wave (dpeaa)DE-He213 Liquid-filled rock joint (dpeaa)DE-He213 Propagation properties (dpeaa)DE-He213 Liquid dynamic response (dpeaa)DE-He213 Split Hopkinson pressure bar (dpeaa)DE-He213 Liu, Xiaoli verfasserin aut Zhao, Jian verfasserin aut Wang, Enzhi verfasserin aut Wang, Sijing verfasserin aut Enthalten in Rock mechanics and rock engineering Wien [u.a.] : Springer, 1969 53(2020), 8 vom: 25. Apr., Seite 3637-3655 (DE-627)270128352 (DE-600)1476578-0 1434-453X nnns volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655 https://dx.doi.org/10.1007/s00603-020-02126-y 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_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_267 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_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_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.20 ASE AR 53 2020 8 25 04 3637-3655
allfieldsSound	10.1007/s00603-020-02126-y doi (DE-627)SPR040500705 (SPR)s00603-020-02126-y-e DE-627 ger DE-627 rakwb eng 690 ASE 38.58 bkl 56.20 bkl Huang, Jin verfasserin aut Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient. Stress wave (dpeaa)DE-He213 Liquid-filled rock joint (dpeaa)DE-He213 Propagation properties (dpeaa)DE-He213 Liquid dynamic response (dpeaa)DE-He213 Split Hopkinson pressure bar (dpeaa)DE-He213 Liu, Xiaoli verfasserin aut Zhao, Jian verfasserin aut Wang, Enzhi verfasserin aut Wang, Sijing verfasserin aut Enthalten in Rock mechanics and rock engineering Wien [u.a.] : Springer, 1969 53(2020), 8 vom: 25. Apr., Seite 3637-3655 (DE-627)270128352 (DE-600)1476578-0 1434-453X nnns volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655 https://dx.doi.org/10.1007/s00603-020-02126-y 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_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_267 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_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_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.20 ASE AR 53 2020 8 25 04 3637-3655
language	English
source	Enthalten in Rock mechanics and rock engineering 53(2020), 8 vom: 25. Apr., Seite 3637-3655 volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655
sourceStr	Enthalten in Rock mechanics and rock engineering 53(2020), 8 vom: 25. Apr., Seite 3637-3655 volume:53 year:2020 number:8 day:25 month:04 pages:3637-3655
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Stress wave Liquid-filled rock joint Propagation properties Liquid dynamic response Split Hopkinson pressure bar
dewey-raw	690
isfreeaccess_bool	false
container_title	Rock mechanics and rock engineering
authorswithroles_txt_mv	Huang, Jin @@aut@@ Liu, Xiaoli @@aut@@ Zhao, Jian @@aut@@ Wang, Enzhi @@aut@@ Wang, Sijing @@aut@@
publishDateDaySort_date	2020-04-25T00:00:00Z
hierarchy_top_id	270128352
dewey-sort	3690
id	SPR040500705
language_de	englisch
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author	Huang, Jin
spellingShingle	Huang, Jin ddc 690 bkl 38.58 bkl 56.20 misc Stress wave misc Liquid-filled rock joint misc Propagation properties misc Liquid dynamic response misc Split Hopkinson pressure bar Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid
authorStr	Huang, Jin
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topic_title	690 ASE 38.58 bkl 56.20 bkl Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid Stress wave (dpeaa)DE-He213 Liquid-filled rock joint (dpeaa)DE-He213 Propagation properties (dpeaa)DE-He213 Liquid dynamic response (dpeaa)DE-He213 Split Hopkinson pressure bar (dpeaa)DE-He213
topic	ddc 690 bkl 38.58 bkl 56.20 misc Stress wave misc Liquid-filled rock joint misc Propagation properties misc Liquid dynamic response misc Split Hopkinson pressure bar
topic_unstemmed	ddc 690 bkl 38.58 bkl 56.20 misc Stress wave misc Liquid-filled rock joint misc Propagation properties misc Liquid dynamic response misc Split Hopkinson pressure bar
topic_browse	ddc 690 bkl 38.58 bkl 56.20 misc Stress wave misc Liquid-filled rock joint misc Propagation properties misc Liquid dynamic response misc Split Hopkinson pressure bar
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hierarchy_parent_title	Rock mechanics and rock engineering
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title	Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid
ctrlnum	(DE-627)SPR040500705 (SPR)s00603-020-02126-y-e
title_full	Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid
author_sort	Huang, Jin
journal	Rock mechanics and rock engineering
journalStr	Rock mechanics and rock engineering
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author_browse	Huang, Jin Liu, Xiaoli Zhao, Jian Wang, Enzhi Wang, Sijing
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author-letter	Huang, Jin
doi_str_mv	10.1007/s00603-020-02126-y
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title_sort	propagation of stress waves through fully saturated rock joint under undrained conditions and dynamic response characteristics of filling liquid
title_auth	Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid
abstract	Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient.
abstractGer	Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient.
abstract_unstemmed	Abstract This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. There is a negative correlation between the peak water pressure value and the transmission coefficient.
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title_short	Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid
url	https://dx.doi.org/10.1007/s00603-020-02126-y
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author2	Liu, Xiaoli Zhao, Jian Wang, Enzhi Wang, Sijing
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doi_str	10.1007/s00603-020-02126-y
up_date	2024-07-03T16:24:51.819Z
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fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR040500705</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220110192921.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201007s2020 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s00603-020-02126-y</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR040500705</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s00603-020-02126-y-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">690</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">56.20</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Huang, Jin</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2020</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 This paper describes a liquid application device used in combination with a split Hopkinson pressure bar (SHPB) to perform a series of dynamic tests investigating stress wave propagation through a fully saturated rock joint under undrained conditions. The characteristics of the filling-liquid dynamic response are also analyzed. Granite is used as the experimental material for the rock joint and a dynamic load is applied by the SHPB device to simulate the interaction between a stress wave and the liquid-filled rock joint. In addition, a polymethyl methacrylate (PMMA) sample of the same size as the granite is used for comparative analysis. The initial thickness of the filling liquid is altered by adjusting the sample joint spacing. The transmission coefficient of a stress wave in the liquid-filled rock joint is defined to evaluate the wave attenuation and to analyze the characteristics of the filling liquid’s dynamic response. The experimental results obtained for granite and PMMA demonstrate that the transmission coefficient decreases with increasing liquid filling thickness. As the initial thickness of the filling liquid increases, the peak liquid pressure increases. 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Propagation of Stress Waves Through Fully Saturated Rock Joint Under Undrained Conditions and Dynamic Response Characteristics of Filling Liquid

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