The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement

The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	de Paiva, Cassio E.L. [verfasserIn] de Oliveira, Paulo Cesar Arrieiro [verfasserIn] de Franco Peixoto, Creso [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	Portland cement stabilization Milling asphalt Full reclaimed asphalt

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 154, Seite 1294-1300
Übergeordnetes Werk:	volume:154 ; pages:1294-1300

DOI / URN:	10.1016/j.conbuildmat.2017.07.014

Katalog-ID:	ELV000531839

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245	1	0	\|a The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement
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520			\|a The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils.
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author_variant	p c e d pce pced o p c a d opca opcad f p c d fpc fpcd
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publishDate	2017
allfields	10.1016/j.conbuildmat.2017.07.014 doi (DE-627)ELV000531839 (ELSEVIER)S0950-0618(17)31348-X DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl de Paiva, Cassio E.L. verfasserin aut The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils. Portland cement stabilization Milling asphalt Full reclaimed asphalt de Oliveira, Paulo Cesar Arrieiro verfasserin aut de Franco Peixoto, Creso verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 1294-1300 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:1294-1300 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 1294-1300
spelling	10.1016/j.conbuildmat.2017.07.014 doi (DE-627)ELV000531839 (ELSEVIER)S0950-0618(17)31348-X DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl de Paiva, Cassio E.L. verfasserin aut The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils. Portland cement stabilization Milling asphalt Full reclaimed asphalt de Oliveira, Paulo Cesar Arrieiro verfasserin aut de Franco Peixoto, Creso verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 1294-1300 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:1294-1300 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 1294-1300
allfields_unstemmed	10.1016/j.conbuildmat.2017.07.014 doi (DE-627)ELV000531839 (ELSEVIER)S0950-0618(17)31348-X DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl de Paiva, Cassio E.L. verfasserin aut The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils. Portland cement stabilization Milling asphalt Full reclaimed asphalt de Oliveira, Paulo Cesar Arrieiro verfasserin aut de Franco Peixoto, Creso verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 1294-1300 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:1294-1300 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 1294-1300
allfieldsGer	10.1016/j.conbuildmat.2017.07.014 doi (DE-627)ELV000531839 (ELSEVIER)S0950-0618(17)31348-X DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl de Paiva, Cassio E.L. verfasserin aut The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils. Portland cement stabilization Milling asphalt Full reclaimed asphalt de Oliveira, Paulo Cesar Arrieiro verfasserin aut de Franco Peixoto, Creso verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 1294-1300 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:1294-1300 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 1294-1300
allfieldsSound	10.1016/j.conbuildmat.2017.07.014 doi (DE-627)ELV000531839 (ELSEVIER)S0950-0618(17)31348-X DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl de Paiva, Cassio E.L. verfasserin aut The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils. Portland cement stabilization Milling asphalt Full reclaimed asphalt de Oliveira, Paulo Cesar Arrieiro verfasserin aut de Franco Peixoto, Creso verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 154, Seite 1294-1300 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:154 pages:1294-1300 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 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_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 154 1294-1300
language	English
source	Enthalten in Construction and building materials 154, Seite 1294-1300 volume:154 pages:1294-1300
sourceStr	Enthalten in Construction and building materials 154, Seite 1294-1300 volume:154 pages:1294-1300
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Portland cement stabilization Milling asphalt Full reclaimed asphalt
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	de Paiva, Cassio E.L. @@aut@@ de Oliveira, Paulo Cesar Arrieiro @@aut@@ de Franco Peixoto, Creso @@aut@@
publishDateDaySort_date	2017-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV000531839
language_de	englisch
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author	de Paiva, Cassio E.L.
spellingShingle	de Paiva, Cassio E.L. ddc 690 bkl 56.45 misc Portland cement stabilization misc Milling asphalt misc Full reclaimed asphalt The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement
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topic_title	690 DE-600 56.45 bkl The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement Portland cement stabilization Milling asphalt Full reclaimed asphalt
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title	The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement
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title_full	The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement
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author_browse	de Paiva, Cassio E.L. de Oliveira, Paulo Cesar Arrieiro de Franco Peixoto, Creso
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title_sort	the influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with portland cement
title_auth	The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement
abstract	The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils.
abstractGer	The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils.
abstract_unstemmed	The reclaimed asphalt pavement (RAP) on the added cement recycled base can influence on resulted material behavior; because as the RAP tax increases the recycled mixture stiffness and resistance reduces. The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils.
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title_short	The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement
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The RAP acts as a black aggregate or as asphalt lumps on the resulted material depending on the main asphalt cement (AC) characteristics. This suggests that the AC rheological properties from the milling wearing surface can affect the behavior of the cement recycled base. According to a technical bibliography review this issue is rare and not so researched. It is not known until today the level of influence of the AC content and RAP tax on the cement recycled pavement on the structural performance. The authors developed a lab experience according two RAP samples, one with conventional AC and the other with rubber AC, to evaluate the flexural strength. In this case the mixture was stabilized with 3% in cement weight. To realize this study there were molded prismatic samples, 10×10cm×40cm dimensions, to be submitted to dynamic essays, of flexural strength. These prismatic samples, composed by 30%, 50% and 70% of RAP in weight in relation to the base material, behave as beams, under the specific essays. The particle size distribution of each studied RAP samples is offered in this work and also the AC tax and the physical properties, as the asphalt penetration test, melting point and elastic recovering. The resulted data can bring new alternatives to the building process in regions with tropical soils.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Portland cement stabilization</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Milling asphalt</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Full reclaimed asphalt</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">de Oliveira, Paulo Cesar Arrieiro</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">de Franco Peixoto, Creso</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">Construction and building materials</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 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The influence of milling asphalt rates from wearing surface to the flexural strength applied to a recycled layer with Portland cement

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