Characterization of pervious concrete exposed to high levels of evaporation

Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effec...
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Autor*in:	Mora-Ruacho, José [verfasserIn] Aguado, Antonio Astorga-Bustillos, Fernando R.

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	Pervious concrete Fresh concrete Fibers Durability

Anmerkung:	© Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019

Übergeordnetes Werk:	Enthalten in: International journal of pavement research & technology - Amsterdam : Elsevier, 2008, 12(2019), 1 vom: Jan., Seite 1-8
Übergeordnetes Werk:	volume:12 ; year:2019 ; number:1 ; month:01 ; pages:1-8

Links:	Volltext

DOI / URN:	10.1007/s42947-019-0001-8

Katalog-ID:	SPR038742888

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520			\|a Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes.
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publishDate	2019
allfields	10.1007/s42947-019-0001-8 doi (DE-627)SPR038742888 (SPR)s42947-019-0001-8-e DE-627 ger DE-627 rakwb eng Mora-Ruacho, José verfasserin aut Characterization of pervious concrete exposed to high levels of evaporation 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019 Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. Pervious concrete (dpeaa)DE-He213 Fresh concrete (dpeaa)DE-He213 Fibers (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Aguado, Antonio aut Astorga-Bustillos, Fernando R. aut Enthalten in International journal of pavement research & technology Amsterdam : Elsevier, 2008 12(2019), 1 vom: Jan., Seite 1-8 (DE-627)634381512 (DE-600)2570928-8 1997-1400 nnns volume:12 year:2019 number:1 month:01 pages:1-8 https://dx.doi.org/10.1007/s42947-019-0001-8 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_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_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_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 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 12 2019 1 01 1-8
spelling	10.1007/s42947-019-0001-8 doi (DE-627)SPR038742888 (SPR)s42947-019-0001-8-e DE-627 ger DE-627 rakwb eng Mora-Ruacho, José verfasserin aut Characterization of pervious concrete exposed to high levels of evaporation 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019 Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. Pervious concrete (dpeaa)DE-He213 Fresh concrete (dpeaa)DE-He213 Fibers (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Aguado, Antonio aut Astorga-Bustillos, Fernando R. aut Enthalten in International journal of pavement research & technology Amsterdam : Elsevier, 2008 12(2019), 1 vom: Jan., Seite 1-8 (DE-627)634381512 (DE-600)2570928-8 1997-1400 nnns volume:12 year:2019 number:1 month:01 pages:1-8 https://dx.doi.org/10.1007/s42947-019-0001-8 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_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_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_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 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 12 2019 1 01 1-8
allfields_unstemmed	10.1007/s42947-019-0001-8 doi (DE-627)SPR038742888 (SPR)s42947-019-0001-8-e DE-627 ger DE-627 rakwb eng Mora-Ruacho, José verfasserin aut Characterization of pervious concrete exposed to high levels of evaporation 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019 Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. Pervious concrete (dpeaa)DE-He213 Fresh concrete (dpeaa)DE-He213 Fibers (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Aguado, Antonio aut Astorga-Bustillos, Fernando R. aut Enthalten in International journal of pavement research & technology Amsterdam : Elsevier, 2008 12(2019), 1 vom: Jan., Seite 1-8 (DE-627)634381512 (DE-600)2570928-8 1997-1400 nnns volume:12 year:2019 number:1 month:01 pages:1-8 https://dx.doi.org/10.1007/s42947-019-0001-8 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_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_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_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 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 12 2019 1 01 1-8
allfieldsGer	10.1007/s42947-019-0001-8 doi (DE-627)SPR038742888 (SPR)s42947-019-0001-8-e DE-627 ger DE-627 rakwb eng Mora-Ruacho, José verfasserin aut Characterization of pervious concrete exposed to high levels of evaporation 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019 Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. Pervious concrete (dpeaa)DE-He213 Fresh concrete (dpeaa)DE-He213 Fibers (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Aguado, Antonio aut Astorga-Bustillos, Fernando R. aut Enthalten in International journal of pavement research & technology Amsterdam : Elsevier, 2008 12(2019), 1 vom: Jan., Seite 1-8 (DE-627)634381512 (DE-600)2570928-8 1997-1400 nnns volume:12 year:2019 number:1 month:01 pages:1-8 https://dx.doi.org/10.1007/s42947-019-0001-8 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_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_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_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 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 12 2019 1 01 1-8
allfieldsSound	10.1007/s42947-019-0001-8 doi (DE-627)SPR038742888 (SPR)s42947-019-0001-8-e DE-627 ger DE-627 rakwb eng Mora-Ruacho, José verfasserin aut Characterization of pervious concrete exposed to high levels of evaporation 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019 Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. Pervious concrete (dpeaa)DE-He213 Fresh concrete (dpeaa)DE-He213 Fibers (dpeaa)DE-He213 Durability (dpeaa)DE-He213 Aguado, Antonio aut Astorga-Bustillos, Fernando R. aut Enthalten in International journal of pavement research & technology Amsterdam : Elsevier, 2008 12(2019), 1 vom: Jan., Seite 1-8 (DE-627)634381512 (DE-600)2570928-8 1997-1400 nnns volume:12 year:2019 number:1 month:01 pages:1-8 https://dx.doi.org/10.1007/s42947-019-0001-8 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_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_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_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 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 12 2019 1 01 1-8
language	English
source	Enthalten in International journal of pavement research & technology 12(2019), 1 vom: Jan., Seite 1-8 volume:12 year:2019 number:1 month:01 pages:1-8
sourceStr	Enthalten in International journal of pavement research & technology 12(2019), 1 vom: Jan., Seite 1-8 volume:12 year:2019 number:1 month:01 pages:1-8
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Pervious concrete Fresh concrete Fibers Durability
isfreeaccess_bool	false
container_title	International journal of pavement research & technology
authorswithroles_txt_mv	Mora-Ruacho, José @@aut@@ Aguado, Antonio @@aut@@ Astorga-Bustillos, Fernando R. @@aut@@
publishDateDaySort_date	2019-01-01T00:00:00Z
hierarchy_top_id	634381512
id	SPR038742888
language_de	englisch
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author	Mora-Ruacho, José
spellingShingle	Mora-Ruacho, José misc Pervious concrete misc Fresh concrete misc Fibers misc Durability Characterization of pervious concrete exposed to high levels of evaporation
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topic_title	Characterization of pervious concrete exposed to high levels of evaporation Pervious concrete (dpeaa)DE-He213 Fresh concrete (dpeaa)DE-He213 Fibers (dpeaa)DE-He213 Durability (dpeaa)DE-He213
topic	misc Pervious concrete misc Fresh concrete misc Fibers misc Durability
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title	Characterization of pervious concrete exposed to high levels of evaporation
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title_full	Characterization of pervious concrete exposed to high levels of evaporation
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title_sort	characterization of pervious concrete exposed to high levels of evaporation
title_auth	Characterization of pervious concrete exposed to high levels of evaporation
abstract	Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019
abstractGer	Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019
abstract_unstemmed	Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes. © Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019
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title_short	Characterization of pervious concrete exposed to high levels of evaporation
url	https://dx.doi.org/10.1007/s42947-019-0001-8
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author2	Aguado, Antonio Astorga-Bustillos, Fernando R.
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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">SPR038742888</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230328215942.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201007s2019 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s42947-019-0001-8</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR038742888</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s42947-019-0001-8-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="100" ind1="1" ind2=" "><subfield code="a">Mora-Ruacho, José</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Characterization of pervious concrete exposed to high levels of evaporation</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019</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="500" ind1=" " ind2=" "><subfield code="a">© Chinese Society of Pavement Engineering. Production and hosting by Springer Nature 2019</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract When fresh concrete is exposed to high levels of water by evaporation in structures with large ratios of surface/thickness these are prone to be altered in their constituent material properties, generating a decreased or poorer performance than they were conceived. The study shows the effects of high evaporation levels of exposure on pervious concretes, plain and reinforced with polymeric fibers exposed to extreme drying. By the continuous monitoring of the measured parameters, it is possible to establish the material behavior from the initial stage up to a stable behavior. Measurements of evaporation, vertical and horizontal strain and temperature served as parameters to support the theoretical framework of the behavior of the material by drying. The results of evaporation rates resulted very low if compared with non-pervious concretes and seem to be related with the corresponded strain values. Vertical and horizontal strains resulted similar between concretes and with very low values, where cracking was inhibited. The fiber addition resulted without any benefit in the strain reduction. An important factor found in the relationship between water loss and paste binder is the risk that w/b ratios arrive to critical values, where there is the possibility the minimum hydration kinetics cannot be completed, observed particularly in lower w/b concretes.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pervious concrete</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Fresh concrete</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Fibers</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Durability</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Aguado, Antonio</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" 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Characterization of pervious concrete exposed to high levels of evaporation

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