The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures

The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Wang, Teng [verfasserIn] Jiang, Wei [verfasserIn] Ruan, Chong [verfasserIn] Xiao, Jingjing [verfasserIn] Yuan, Dongdong [verfasserIn] Wu, Wangjie [verfasserIn] Xing, Chengwei [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 372
Übergeordnetes Werk:	volume:372

DOI / URN:	10.1016/j.conbuildmat.2023.130758

Katalog-ID:	ELV009357238

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245	1	0	\|a The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
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520			\|a The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder.
650		4	\|a Recycled permeable asphalt pavement
650		4	\|a Reclaimed asphalt
650		4	\|a High-viscosity modified reclaimed asphalt binder
650		4	\|a Rheological properties
650		4	\|a Viscoelastic behavior
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700	1		\|a Wu, Wangjie \|e verfasserin \|4 aut
700	1		\|a Xing, Chengwei \|e verfasserin \|0 (orcid)0000-0003-1751-326X \|4 aut
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allfields	10.1016/j.conbuildmat.2023.130758 doi (DE-627)ELV009357238 (ELSEVIER)S0950-0618(23)00469-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Wang, Teng verfasserin aut The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder. Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior Jiang, Wei verfasserin aut Ruan, Chong verfasserin aut Xiao, Jingjing verfasserin aut Yuan, Dongdong verfasserin aut Wu, Wangjie verfasserin aut Xing, Chengwei verfasserin (orcid)0000-0003-1751-326X aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 372 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:372 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 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_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 372
spelling	10.1016/j.conbuildmat.2023.130758 doi (DE-627)ELV009357238 (ELSEVIER)S0950-0618(23)00469-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Wang, Teng verfasserin aut The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder. Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior Jiang, Wei verfasserin aut Ruan, Chong verfasserin aut Xiao, Jingjing verfasserin aut Yuan, Dongdong verfasserin aut Wu, Wangjie verfasserin aut Xing, Chengwei verfasserin (orcid)0000-0003-1751-326X aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 372 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:372 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 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_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 372
allfields_unstemmed	10.1016/j.conbuildmat.2023.130758 doi (DE-627)ELV009357238 (ELSEVIER)S0950-0618(23)00469-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Wang, Teng verfasserin aut The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder. Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior Jiang, Wei verfasserin aut Ruan, Chong verfasserin aut Xiao, Jingjing verfasserin aut Yuan, Dongdong verfasserin aut Wu, Wangjie verfasserin aut Xing, Chengwei verfasserin (orcid)0000-0003-1751-326X aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 372 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:372 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 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_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 372
allfieldsGer	10.1016/j.conbuildmat.2023.130758 doi (DE-627)ELV009357238 (ELSEVIER)S0950-0618(23)00469-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Wang, Teng verfasserin aut The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder. Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior Jiang, Wei verfasserin aut Ruan, Chong verfasserin aut Xiao, Jingjing verfasserin aut Yuan, Dongdong verfasserin aut Wu, Wangjie verfasserin aut Xing, Chengwei verfasserin (orcid)0000-0003-1751-326X aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 372 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:372 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 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_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 372
allfieldsSound	10.1016/j.conbuildmat.2023.130758 doi (DE-627)ELV009357238 (ELSEVIER)S0950-0618(23)00469-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Wang, Teng verfasserin aut The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder. Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior Jiang, Wei verfasserin aut Ruan, Chong verfasserin aut Xiao, Jingjing verfasserin aut Yuan, Dongdong verfasserin aut Wu, Wangjie verfasserin aut Xing, Chengwei verfasserin (orcid)0000-0003-1751-326X aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 372 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:372 GBV_USEFLAG_U SYSFLAG_U GBV_ELV 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_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 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_2034 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_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 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_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 372
language	English
source	Enthalten in Construction and building materials 372 volume:372
sourceStr	Enthalten in Construction and building materials 372 volume:372
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Wang, Teng @@aut@@ Jiang, Wei @@aut@@ Ruan, Chong @@aut@@ Xiao, Jingjing @@aut@@ Yuan, Dongdong @@aut@@ Wu, Wangjie @@aut@@ Xing, Chengwei @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV009357238
language_de	englisch
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author	Wang, Teng
spellingShingle	Wang, Teng ddc 690 bkl 56.45 misc Recycled permeable asphalt pavement misc Reclaimed asphalt misc High-viscosity modified reclaimed asphalt binder misc Rheological properties misc Viscoelastic behavior The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
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topic_title	690 DE-600 56.45 bkl The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures Recycled permeable asphalt pavement Reclaimed asphalt High-viscosity modified reclaimed asphalt binder Rheological properties Viscoelastic behavior
topic	ddc 690 bkl 56.45 misc Recycled permeable asphalt pavement misc Reclaimed asphalt misc High-viscosity modified reclaimed asphalt binder misc Rheological properties misc Viscoelastic behavior
topic_unstemmed	ddc 690 bkl 56.45 misc Recycled permeable asphalt pavement misc Reclaimed asphalt misc High-viscosity modified reclaimed asphalt binder misc Rheological properties misc Viscoelastic behavior
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title	The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
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title_full	The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
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title_sort	the rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
title_auth	The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
abstract	The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder.
abstractGer	The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder.
abstract_unstemmed	The asphalt binder of permeable asphalt concrete has high requirements and there are few studies on mixing reclaimed asphalt (RA) with high-viscosity asphalt (HVA) for recycled permeable asphalt concrete. This study aims to research the wide-temperature-range rheological properties of high-viscosity modified reclaimed asphalt binder (HVRA) which is the bituminous binder in recycled permeable asphalt concrete. First, HVRA was prepared by mixing RA and HVA, wherein RA was extracted from reclaimed asphalt pavement (RAP) and HVA was prepared in the laboratory. Then, the properties of HVRA at multiple application temperatures were analyzed by basic indexes test, dynamic shear rheological test, and bending beam rheometer test. Finally, the comprehensive performance was contrastively evaluated by radar chart. The results revealed that the properties of HVRA are excellent when the high-viscosity modifier (HVM) content is 18 % and 20 %. Additionally, the rheological properties and fatigue resistance of the HVRA showed a decreasing trend with adding RA. Among them, considering rheological properties, the optimal content of HVM in HVA is 18 % − 20 %, and the optimal proportion of RA in HVRA is 10 % − 20 %. Furthermore, the fatigue performance of HVRA is significantly enhanced when HVM content is 18 %, especially the fatigue life of HVRA with 10% RAP is 5–9 times HVA containing 12 % HVM which is regularly used as the bituminous binder.
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title_short	The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures
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author2	Jiang, Wei Ruan, Chong Xiao, Jingjing Yuan, Dongdong Wu, Wangjie Xing, Chengwei
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up_date	2024-07-06T22:52:49.969Z
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The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures

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