Determination of reinforced concrete durability with on-site resistivity measurements

Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the hi...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Sanchez, Javier [verfasserIn] Andrade, Carmen Torres, Julio Rebolledo, Nuria Fullea, Jose

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2016

Schlagwörter:	Resistivity Durability Concrete Rebar Reinforced concrete structure

Anmerkung:	© RILEM 2016

Übergeordnetes Werk:	Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 50(2016), 1 vom: 10. Aug.
Übergeordnetes Werk:	volume:50 ; year:2016 ; number:1 ; day:10 ; month:08

Links:	Volltext

DOI / URN:	10.1617/s11527-016-0884-7

Katalog-ID:	SPR020577044

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520			\|a Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings.
650		4	\|a Resistivity \|7 (dpeaa)DE-He213
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650		4	\|a Concrete \|7 (dpeaa)DE-He213
650		4	\|a Rebar \|7 (dpeaa)DE-He213
650		4	\|a Reinforced concrete structure \|7 (dpeaa)DE-He213
700	1		\|a Andrade, Carmen \|4 aut
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700	1		\|a Rebolledo, Nuria \|4 aut
700	1		\|a Fullea, Jose \|4 aut
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publishDate	2016
allfields	10.1617/s11527-016-0884-7 doi (DE-627)SPR020577044 (SPR)s11527-016-0884-7-e DE-627 ger DE-627 rakwb eng Sanchez, Javier verfasserin (orcid)0000-0002-4334-0553 aut Determination of reinforced concrete durability with on-site resistivity measurements 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2016 Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. Resistivity (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Concrete (dpeaa)DE-He213 Rebar (dpeaa)DE-He213 Reinforced concrete structure (dpeaa)DE-He213 Andrade, Carmen aut Torres, Julio aut Rebolledo, Nuria aut Fullea, Jose aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2016), 1 vom: 10. Aug. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2016 number:1 day:10 month:08 https://dx.doi.org/10.1617/s11527-016-0884-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 50 2016 1 10 08
spelling	10.1617/s11527-016-0884-7 doi (DE-627)SPR020577044 (SPR)s11527-016-0884-7-e DE-627 ger DE-627 rakwb eng Sanchez, Javier verfasserin (orcid)0000-0002-4334-0553 aut Determination of reinforced concrete durability with on-site resistivity measurements 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2016 Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. Resistivity (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Concrete (dpeaa)DE-He213 Rebar (dpeaa)DE-He213 Reinforced concrete structure (dpeaa)DE-He213 Andrade, Carmen aut Torres, Julio aut Rebolledo, Nuria aut Fullea, Jose aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2016), 1 vom: 10. Aug. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2016 number:1 day:10 month:08 https://dx.doi.org/10.1617/s11527-016-0884-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 50 2016 1 10 08
allfields_unstemmed	10.1617/s11527-016-0884-7 doi (DE-627)SPR020577044 (SPR)s11527-016-0884-7-e DE-627 ger DE-627 rakwb eng Sanchez, Javier verfasserin (orcid)0000-0002-4334-0553 aut Determination of reinforced concrete durability with on-site resistivity measurements 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2016 Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. Resistivity (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Concrete (dpeaa)DE-He213 Rebar (dpeaa)DE-He213 Reinforced concrete structure (dpeaa)DE-He213 Andrade, Carmen aut Torres, Julio aut Rebolledo, Nuria aut Fullea, Jose aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2016), 1 vom: 10. Aug. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2016 number:1 day:10 month:08 https://dx.doi.org/10.1617/s11527-016-0884-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 50 2016 1 10 08
allfieldsGer	10.1617/s11527-016-0884-7 doi (DE-627)SPR020577044 (SPR)s11527-016-0884-7-e DE-627 ger DE-627 rakwb eng Sanchez, Javier verfasserin (orcid)0000-0002-4334-0553 aut Determination of reinforced concrete durability with on-site resistivity measurements 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2016 Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. Resistivity (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Concrete (dpeaa)DE-He213 Rebar (dpeaa)DE-He213 Reinforced concrete structure (dpeaa)DE-He213 Andrade, Carmen aut Torres, Julio aut Rebolledo, Nuria aut Fullea, Jose aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2016), 1 vom: 10. Aug. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2016 number:1 day:10 month:08 https://dx.doi.org/10.1617/s11527-016-0884-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 50 2016 1 10 08
allfieldsSound	10.1617/s11527-016-0884-7 doi (DE-627)SPR020577044 (SPR)s11527-016-0884-7-e DE-627 ger DE-627 rakwb eng Sanchez, Javier verfasserin (orcid)0000-0002-4334-0553 aut Determination of reinforced concrete durability with on-site resistivity measurements 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © RILEM 2016 Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. Resistivity (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Concrete (dpeaa)DE-He213 Rebar (dpeaa)DE-He213 Reinforced concrete structure (dpeaa)DE-He213 Andrade, Carmen aut Torres, Julio aut Rebolledo, Nuria aut Fullea, Jose aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 50(2016), 1 vom: 10. Aug. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:50 year:2016 number:1 day:10 month:08 https://dx.doi.org/10.1617/s11527-016-0884-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_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_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 50 2016 1 10 08
language	English
source	Enthalten in Materials and structures 50(2016), 1 vom: 10. Aug. volume:50 year:2016 number:1 day:10 month:08
sourceStr	Enthalten in Materials and structures 50(2016), 1 vom: 10. Aug. volume:50 year:2016 number:1 day:10 month:08
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Resistivity Durability Concrete Rebar Reinforced concrete structure
isfreeaccess_bool	false
container_title	Materials and structures
authorswithroles_txt_mv	Sanchez, Javier @@aut@@ Andrade, Carmen @@aut@@ Torres, Julio @@aut@@ Rebolledo, Nuria @@aut@@ Fullea, Jose @@aut@@
publishDateDaySort_date	2016-08-10T00:00:00Z
hierarchy_top_id	356252612
id	SPR020577044
language_de	englisch
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author	Sanchez, Javier
spellingShingle	Sanchez, Javier misc Resistivity misc Durability misc Concrete misc Rebar misc Reinforced concrete structure Determination of reinforced concrete durability with on-site resistivity measurements
authorStr	Sanchez, Javier
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topic_title	Determination of reinforced concrete durability with on-site resistivity measurements Resistivity (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Concrete (dpeaa)DE-He213 Rebar (dpeaa)DE-He213 Reinforced concrete structure (dpeaa)DE-He213
topic	misc Resistivity misc Durability misc Concrete misc Rebar misc Reinforced concrete structure
topic_unstemmed	misc Resistivity misc Durability misc Concrete misc Rebar misc Reinforced concrete structure
topic_browse	misc Resistivity misc Durability misc Concrete misc Rebar misc Reinforced concrete structure
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title	Determination of reinforced concrete durability with on-site resistivity measurements
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title_full	Determination of reinforced concrete durability with on-site resistivity measurements
author_sort	Sanchez, Javier
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author_browse	Sanchez, Javier Andrade, Carmen Torres, Julio Rebolledo, Nuria Fullea, Jose
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author-letter	Sanchez, Javier
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title_sort	determination of reinforced concrete durability with on-site resistivity measurements
title_auth	Determination of reinforced concrete durability with on-site resistivity measurements
abstract	Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. © RILEM 2016
abstractGer	Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. © RILEM 2016
abstract_unstemmed	Abstract Concrete quality can be tested on site by coring or non-destructive testing. This paper describes a method based on the four-point or Wenner procedure for measuring electrical resistivity, deployed on a bridge over the River Danube between Vidin, Bulgaria and Calafat, Romania. Due to the high reinforcement density in bridge members, a model had to be developed to measure resistivity in the concrete cover and the instruments conventionally used had to be modified. The findings for the over 900 measurements recorded, which covered most of the bridge, showed that the concrete quality was higher than specified in 99.25 % of the readings. © RILEM 2016
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title_short	Determination of reinforced concrete durability with on-site resistivity measurements
url	https://dx.doi.org/10.1617/s11527-016-0884-7
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author2	Andrade, Carmen Torres, Julio Rebolledo, Nuria Fullea, Jose
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up_date	2024-07-03T16:58:08.814Z
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Determination of reinforced concrete durability with on-site resistivity measurements

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