Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground

Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Izumi, Akira [verfasserIn] Ono, Kohei Takahara, Syo Sawada, Yutaka Kawabata, Toshinori

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2016

Schlagwörter:	Buried pipe Pipe rehabilitation Shaking table test Strain

Anmerkung:	© Springer Science+Business Media New York 2016

Übergeordnetes Werk:	Enthalten in: Transportation infrastructure geotechnology - New York, NY : Springer US, 2014, 3(2016), 2 vom: 21. März, Seite 60-73
Übergeordnetes Werk:	volume:3 ; year:2016 ; number:2 ; day:21 ; month:03 ; pages:60-73

Links:	Volltext

DOI / URN:	10.1007/s40515-016-0030-6

Katalog-ID:	SPR036563595

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520			\|a Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe.
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700	1		\|a Kawabata, Toshinori \|4 aut
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912			\|a GBV_ILN_40
912			\|a GBV_ILN_60
912			\|a GBV_ILN_62
912			\|a GBV_ILN_63
912			\|a GBV_ILN_65
912			\|a GBV_ILN_69
912			\|a GBV_ILN_70
912			\|a GBV_ILN_73
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912			\|a GBV_ILN_90
912			\|a GBV_ILN_95
912			\|a GBV_ILN_100
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912			\|a GBV_ILN_110
912			\|a GBV_ILN_120
912			\|a GBV_ILN_138
912			\|a GBV_ILN_150
912			\|a GBV_ILN_151
912			\|a GBV_ILN_161
912			\|a GBV_ILN_170
912			\|a GBV_ILN_171
912			\|a GBV_ILN_187
912			\|a GBV_ILN_213
912			\|a GBV_ILN_224
912			\|a GBV_ILN_230
912			\|a GBV_ILN_250
912			\|a GBV_ILN_281
912			\|a GBV_ILN_285
912			\|a GBV_ILN_293
912			\|a GBV_ILN_370
912			\|a GBV_ILN_602
912			\|a GBV_ILN_636
912			\|a GBV_ILN_702
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912			\|a GBV_ILN_2004
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912			\|a GBV_ILN_2008
912			\|a GBV_ILN_2009
912			\|a GBV_ILN_2010
912			\|a GBV_ILN_2011
912			\|a GBV_ILN_2014
912			\|a GBV_ILN_2015
912			\|a GBV_ILN_2020
912			\|a GBV_ILN_2021
912			\|a GBV_ILN_2025
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912			\|a GBV_ILN_2088
912			\|a GBV_ILN_2093
912			\|a GBV_ILN_2106
912			\|a GBV_ILN_2107
912			\|a GBV_ILN_2108
912			\|a GBV_ILN_2110
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publishDate	2016
allfields	10.1007/s40515-016-0030-6 doi (DE-627)SPR036563595 (SPR)s40515-016-0030-6-e DE-627 ger DE-627 rakwb eng Izumi, Akira verfasserin aut Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media New York 2016 Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. Buried pipe (dpeaa)DE-He213 Pipe rehabilitation (dpeaa)DE-He213 Shaking table test (dpeaa)DE-He213 Strain (dpeaa)DE-He213 Ono, Kohei aut Takahara, Syo aut Sawada, Yutaka aut Kawabata, Toshinori aut Enthalten in Transportation infrastructure geotechnology New York, NY : Springer US, 2014 3(2016), 2 vom: 21. März, Seite 60-73 (DE-627)780378830 (DE-600)2760372-6 2196-7210 nnns volume:3 year:2016 number:2 day:21 month:03 pages:60-73 https://dx.doi.org/10.1007/s40515-016-0030-6 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_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_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_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 3 2016 2 21 03 60-73
spelling	10.1007/s40515-016-0030-6 doi (DE-627)SPR036563595 (SPR)s40515-016-0030-6-e DE-627 ger DE-627 rakwb eng Izumi, Akira verfasserin aut Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media New York 2016 Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. Buried pipe (dpeaa)DE-He213 Pipe rehabilitation (dpeaa)DE-He213 Shaking table test (dpeaa)DE-He213 Strain (dpeaa)DE-He213 Ono, Kohei aut Takahara, Syo aut Sawada, Yutaka aut Kawabata, Toshinori aut Enthalten in Transportation infrastructure geotechnology New York, NY : Springer US, 2014 3(2016), 2 vom: 21. März, Seite 60-73 (DE-627)780378830 (DE-600)2760372-6 2196-7210 nnns volume:3 year:2016 number:2 day:21 month:03 pages:60-73 https://dx.doi.org/10.1007/s40515-016-0030-6 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_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_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_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 3 2016 2 21 03 60-73
allfields_unstemmed	10.1007/s40515-016-0030-6 doi (DE-627)SPR036563595 (SPR)s40515-016-0030-6-e DE-627 ger DE-627 rakwb eng Izumi, Akira verfasserin aut Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media New York 2016 Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. Buried pipe (dpeaa)DE-He213 Pipe rehabilitation (dpeaa)DE-He213 Shaking table test (dpeaa)DE-He213 Strain (dpeaa)DE-He213 Ono, Kohei aut Takahara, Syo aut Sawada, Yutaka aut Kawabata, Toshinori aut Enthalten in Transportation infrastructure geotechnology New York, NY : Springer US, 2014 3(2016), 2 vom: 21. März, Seite 60-73 (DE-627)780378830 (DE-600)2760372-6 2196-7210 nnns volume:3 year:2016 number:2 day:21 month:03 pages:60-73 https://dx.doi.org/10.1007/s40515-016-0030-6 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_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_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_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 3 2016 2 21 03 60-73
allfieldsGer	10.1007/s40515-016-0030-6 doi (DE-627)SPR036563595 (SPR)s40515-016-0030-6-e DE-627 ger DE-627 rakwb eng Izumi, Akira verfasserin aut Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media New York 2016 Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. Buried pipe (dpeaa)DE-He213 Pipe rehabilitation (dpeaa)DE-He213 Shaking table test (dpeaa)DE-He213 Strain (dpeaa)DE-He213 Ono, Kohei aut Takahara, Syo aut Sawada, Yutaka aut Kawabata, Toshinori aut Enthalten in Transportation infrastructure geotechnology New York, NY : Springer US, 2014 3(2016), 2 vom: 21. März, Seite 60-73 (DE-627)780378830 (DE-600)2760372-6 2196-7210 nnns volume:3 year:2016 number:2 day:21 month:03 pages:60-73 https://dx.doi.org/10.1007/s40515-016-0030-6 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_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_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_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 3 2016 2 21 03 60-73
allfieldsSound	10.1007/s40515-016-0030-6 doi (DE-627)SPR036563595 (SPR)s40515-016-0030-6-e DE-627 ger DE-627 rakwb eng Izumi, Akira verfasserin aut Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media New York 2016 Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. Buried pipe (dpeaa)DE-He213 Pipe rehabilitation (dpeaa)DE-He213 Shaking table test (dpeaa)DE-He213 Strain (dpeaa)DE-He213 Ono, Kohei aut Takahara, Syo aut Sawada, Yutaka aut Kawabata, Toshinori aut Enthalten in Transportation infrastructure geotechnology New York, NY : Springer US, 2014 3(2016), 2 vom: 21. März, Seite 60-73 (DE-627)780378830 (DE-600)2760372-6 2196-7210 nnns volume:3 year:2016 number:2 day:21 month:03 pages:60-73 https://dx.doi.org/10.1007/s40515-016-0030-6 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_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_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_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 3 2016 2 21 03 60-73
language	English
source	Enthalten in Transportation infrastructure geotechnology 3(2016), 2 vom: 21. März, Seite 60-73 volume:3 year:2016 number:2 day:21 month:03 pages:60-73
sourceStr	Enthalten in Transportation infrastructure geotechnology 3(2016), 2 vom: 21. März, Seite 60-73 volume:3 year:2016 number:2 day:21 month:03 pages:60-73
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Buried pipe Pipe rehabilitation Shaking table test Strain
isfreeaccess_bool	false
container_title	Transportation infrastructure geotechnology
authorswithroles_txt_mv	Izumi, Akira @@aut@@ Ono, Kohei @@aut@@ Takahara, Syo @@aut@@ Sawada, Yutaka @@aut@@ Kawabata, Toshinori @@aut@@
publishDateDaySort_date	2016-03-21T00:00:00Z
hierarchy_top_id	780378830
id	SPR036563595
language_de	englisch
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author	Izumi, Akira
spellingShingle	Izumi, Akira misc Buried pipe misc Pipe rehabilitation misc Shaking table test misc Strain Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground
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topic_title	Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground Buried pipe (dpeaa)DE-He213 Pipe rehabilitation (dpeaa)DE-He213 Shaking table test (dpeaa)DE-He213 Strain (dpeaa)DE-He213
topic	misc Buried pipe misc Pipe rehabilitation misc Shaking table test misc Strain
topic_unstemmed	misc Buried pipe misc Pipe rehabilitation misc Shaking table test misc Strain
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title	Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground
ctrlnum	(DE-627)SPR036563595 (SPR)s40515-016-0030-6-e
title_full	Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground
author_sort	Izumi, Akira
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author_browse	Izumi, Akira Ono, Kohei Takahara, Syo Sawada, Yutaka Kawabata, Toshinori
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author-letter	Izumi, Akira
doi_str_mv	10.1007/s40515-016-0030-6
title_sort	axial behavior of buried rehabilitated pipe in liquefaction ground
title_auth	Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground
abstract	Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. © Springer Science+Business Media New York 2016
abstractGer	Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. © Springer Science+Business Media New York 2016
abstract_unstemmed	Abstract In Japan, the total length of aging irrigation pipeline increases and requires a lot of repair work. As part of the repair work for an aging pipeline, pipe rehabilitation has been used. In this method, the inner pipe (rehabilitated pipe) is inserted into the outer aging pipe. Studies on the axial behavior of the rehabilitated pipe are not readily conducted although the influence of the outer aging pipe on the cross-section behavior of the inner pipe is evaluated by model tests, centrifuge tests, and FEM analyses. In this study, shaking table tests are conducted to verify the dynamic behavior along the axial direction of the inner pipe used for the method. To model inner pipes, polyvinyl chloride (PVC) and polyethylene (PE) pipe, which are 3040 mm in length and 140 mm in diameter, are used. To model outer pipes, different types of concrete pipes in length are used. Test results indicate that the amplitude of the bending strain of the PVC pipe with the outer pipe is large shortly after the pipe was moved horizontally due to liquefaction. In addition, the gradient of the bending strain increment to the horizontal displacement increment of the pipe end increases in proportion to the length of the outer pipe. © Springer Science+Business Media New York 2016
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title_short	Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground
url	https://dx.doi.org/10.1007/s40515-016-0030-6
remote_bool	true
author2	Ono, Kohei Takahara, Syo Sawada, Yutaka Kawabata, Toshinori
author2Str	Ono, Kohei Takahara, Syo Sawada, Yutaka Kawabata, Toshinori
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doi_str	10.1007/s40515-016-0030-6
up_date	2024-07-03T18:22:53.928Z
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Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground

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