Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground

Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing...
Ausführliche Beschreibung

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Autor*in:	Inazumi, Shinya [verfasserIn] Kuwahara, Shuichi [verfasserIn] Jotisankasa, Apiniti [verfasserIn] Chaiprakaikeow, Susit [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	Existing pile foundation Pulling-out method Pulling-out hole Finite element method

Übergeordnetes Werk:	Enthalten in: Geotechnical and geological engineering - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983, 38(2020), 6 vom: 18. Juni, Seite 6107-6123
Übergeordnetes Werk:	volume:38 ; year:2020 ; number:6 ; day:18 ; month:06 ; pages:6107-6123

Links:	Volltext

DOI / URN:	10.1007/s10706-020-01418-y

Katalog-ID:	SPR041305124

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520			\|a Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study.
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700	1		\|a Jotisankasa, Apiniti \|e verfasserin \|4 aut
700	1		\|a Chaiprakaikeow, Susit \|e verfasserin \|4 aut
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author_variant	s i si s k sk a j aj s c sc
matchkey_str	article:15731529:2020----::osrcinehdopligueitnplsnifunefulnot
hierarchy_sort_str	2020
bklnumber	57.00 38.58 56.20
publishDate	2020
allfields	10.1007/s10706-020-01418-y doi (DE-627)SPR041305124 (SPR)s10706-020-01418-y-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Inazumi, Shinya verfasserin aut Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study. Existing pile foundation (dpeaa)DE-He213 Pulling-out method (dpeaa)DE-He213 Pulling-out hole (dpeaa)DE-He213 Finite element method (dpeaa)DE-He213 Kuwahara, Shuichi verfasserin aut Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 38(2020), 6 vom: 18. Juni, Seite 6107-6123 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123 https://dx.doi.org/10.1007/s10706-020-01418-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_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_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 57.00 ASE 38.58 ASE 56.20 ASE AR 38 2020 6 18 06 6107-6123
spelling	10.1007/s10706-020-01418-y doi (DE-627)SPR041305124 (SPR)s10706-020-01418-y-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Inazumi, Shinya verfasserin aut Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study. Existing pile foundation (dpeaa)DE-He213 Pulling-out method (dpeaa)DE-He213 Pulling-out hole (dpeaa)DE-He213 Finite element method (dpeaa)DE-He213 Kuwahara, Shuichi verfasserin aut Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 38(2020), 6 vom: 18. Juni, Seite 6107-6123 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123 https://dx.doi.org/10.1007/s10706-020-01418-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_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_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 57.00 ASE 38.58 ASE 56.20 ASE AR 38 2020 6 18 06 6107-6123
allfields_unstemmed	10.1007/s10706-020-01418-y doi (DE-627)SPR041305124 (SPR)s10706-020-01418-y-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Inazumi, Shinya verfasserin aut Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study. Existing pile foundation (dpeaa)DE-He213 Pulling-out method (dpeaa)DE-He213 Pulling-out hole (dpeaa)DE-He213 Finite element method (dpeaa)DE-He213 Kuwahara, Shuichi verfasserin aut Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 38(2020), 6 vom: 18. Juni, Seite 6107-6123 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123 https://dx.doi.org/10.1007/s10706-020-01418-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_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_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 57.00 ASE 38.58 ASE 56.20 ASE AR 38 2020 6 18 06 6107-6123
allfieldsGer	10.1007/s10706-020-01418-y doi (DE-627)SPR041305124 (SPR)s10706-020-01418-y-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Inazumi, Shinya verfasserin aut Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study. Existing pile foundation (dpeaa)DE-He213 Pulling-out method (dpeaa)DE-He213 Pulling-out hole (dpeaa)DE-He213 Finite element method (dpeaa)DE-He213 Kuwahara, Shuichi verfasserin aut Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 38(2020), 6 vom: 18. Juni, Seite 6107-6123 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123 https://dx.doi.org/10.1007/s10706-020-01418-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_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_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 57.00 ASE 38.58 ASE 56.20 ASE AR 38 2020 6 18 06 6107-6123
allfieldsSound	10.1007/s10706-020-01418-y doi (DE-627)SPR041305124 (SPR)s10706-020-01418-y-e DE-627 ger DE-627 rakwb eng 690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Inazumi, Shinya verfasserin aut Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study. Existing pile foundation (dpeaa)DE-He213 Pulling-out method (dpeaa)DE-He213 Pulling-out hole (dpeaa)DE-He213 Finite element method (dpeaa)DE-He213 Kuwahara, Shuichi verfasserin aut Jotisankasa, Apiniti verfasserin aut Chaiprakaikeow, Susit verfasserin aut Enthalten in Geotechnical and geological engineering Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983 38(2020), 6 vom: 18. Juni, Seite 6107-6123 (DE-627)312847475 (DE-600)2012363-2 1573-1529 nnns volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123 https://dx.doi.org/10.1007/s10706-020-01418-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_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_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 57.00 ASE 38.58 ASE 56.20 ASE AR 38 2020 6 18 06 6107-6123
language	English
source	Enthalten in Geotechnical and geological engineering 38(2020), 6 vom: 18. Juni, Seite 6107-6123 volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123
sourceStr	Enthalten in Geotechnical and geological engineering 38(2020), 6 vom: 18. Juni, Seite 6107-6123 volume:38 year:2020 number:6 day:18 month:06 pages:6107-6123
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Existing pile foundation Pulling-out method Pulling-out hole Finite element method
dewey-raw	690
isfreeaccess_bool	false
container_title	Geotechnical and geological engineering
authorswithroles_txt_mv	Inazumi, Shinya @@aut@@ Kuwahara, Shuichi @@aut@@ Jotisankasa, Apiniti @@aut@@ Chaiprakaikeow, Susit @@aut@@
publishDateDaySort_date	2020-06-18T00:00:00Z
hierarchy_top_id	312847475
dewey-sort	3690
id	SPR041305124
language_de	englisch
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author	Inazumi, Shinya
spellingShingle	Inazumi, Shinya ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Existing pile foundation misc Pulling-out method misc Pulling-out hole misc Finite element method Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground
authorStr	Inazumi, Shinya
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topic_title	690 ASE 57.00 bkl 38.58 bkl 56.20 bkl Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground Existing pile foundation (dpeaa)DE-He213 Pulling-out method (dpeaa)DE-He213 Pulling-out hole (dpeaa)DE-He213 Finite element method (dpeaa)DE-He213
topic	ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Existing pile foundation misc Pulling-out method misc Pulling-out hole misc Finite element method
topic_unstemmed	ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Existing pile foundation misc Pulling-out method misc Pulling-out hole misc Finite element method
topic_browse	ddc 690 bkl 57.00 bkl 38.58 bkl 56.20 misc Existing pile foundation misc Pulling-out method misc Pulling-out hole misc Finite element method
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hierarchy_parent_title	Geotechnical and geological engineering
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title	Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground
ctrlnum	(DE-627)SPR041305124 (SPR)s10706-020-01418-y-e
title_full	Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground
author_sort	Inazumi, Shinya
journal	Geotechnical and geological engineering
journalStr	Geotechnical and geological engineering
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author_browse	Inazumi, Shinya Kuwahara, Shuichi Jotisankasa, Apiniti Chaiprakaikeow, Susit
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class	690 ASE 57.00 bkl 38.58 bkl 56.20 bkl
format_se	Elektronische Aufsätze
author-letter	Inazumi, Shinya
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title_sort	construction method for pulling out existing piles and influence of pulling-out holes on the surrounding ground
title_auth	Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground
abstract	Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study.
abstractGer	Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study.
abstract_unstemmed	Abstract The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study.
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title_short	Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground
url	https://dx.doi.org/10.1007/s10706-020-01418-y
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author2	Kuwahara, Shuichi Jotisankasa, Apiniti Chaiprakaikeow, Susit
author2Str	Kuwahara, Shuichi Jotisankasa, Apiniti Chaiprakaikeow, Susit
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doi_str	10.1007/s10706-020-01418-y
up_date	2024-07-03T21:21:12.961Z
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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">SPR041305124</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20220110234713.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201102s2020 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10706-020-01418-y</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR041305124</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s10706-020-01418-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">57.00</subfield><subfield code="2">bkl</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">Inazumi, Shinya</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground</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 The teardowns of social infrastructures, including civil engineering structures, have been increasing due to the aging of these structures, which were built in a period of high economic growth, and to a decrease in their utilization due the recent drop in population. The number of existing pile foundations being pulled out has gradually become a lot more than that of pile foundations being newly installed. However, after the pulling out of a pile foundation, the mechanical characteristics of the surrounding ground are of great concern due to the existence of the holes that form when the existing piles are removed (pulling-out holes). There are no regulations yet on the filling material to be injected into these holes, nor has the way that the strength of the filling material influences the surrounding ground been elucidated. The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two-dimensional static and dynamic finite element analysis. The special qualities required for the filling material to be injected into these pulling-out holes are also clarified in this study.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Existing pile foundation</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pulling-out method</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pulling-out hole</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Finite element method</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kuwahara, Shuichi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Jotisankasa, Apiniti</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chaiprakaikeow, Susit</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Geotechnical and geological engineering</subfield><subfield code="d">Dordrecht [u.a.] : Springer Science + Business Media B.V, 1983</subfield><subfield code="g">38(2020), 6 vom: 18. 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Construction Method for Pulling Out Existing Piles and Influence of Pulling-Out Holes on the Surrounding Ground

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