Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement

This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature perfo...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Zhao, Weitian [verfasserIn] Yang, Qun [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 327
Übergeordnetes Werk:	volume:327

DOI / URN:	10.1016/j.conbuildmat.2022.126923

Katalog-ID:	ELV007585241

Internformat


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245	1	0	\|a Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
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520			\|a This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area.
650		4	\|a Semi-flexible pavement
650		4	\|a Asphalt concrete skeleton
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700	1		\|a Yang, Qun \|e verfasserin \|4 aut
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publishDate	2022
allfields	10.1016/j.conbuildmat.2022.126923 doi (DE-627)ELV007585241 (ELSEVIER)S0950-0618(22)00609-2 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhao, Weitian verfasserin aut Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area. Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability Yang, Qun verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 327 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:327 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 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 327
spelling	10.1016/j.conbuildmat.2022.126923 doi (DE-627)ELV007585241 (ELSEVIER)S0950-0618(22)00609-2 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhao, Weitian verfasserin aut Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area. Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability Yang, Qun verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 327 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:327 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 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 327
allfields_unstemmed	10.1016/j.conbuildmat.2022.126923 doi (DE-627)ELV007585241 (ELSEVIER)S0950-0618(22)00609-2 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhao, Weitian verfasserin aut Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area. Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability Yang, Qun verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 327 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:327 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 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 327
allfieldsGer	10.1016/j.conbuildmat.2022.126923 doi (DE-627)ELV007585241 (ELSEVIER)S0950-0618(22)00609-2 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhao, Weitian verfasserin aut Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area. Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability Yang, Qun verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 327 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:327 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 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 327
allfieldsSound	10.1016/j.conbuildmat.2022.126923 doi (DE-627)ELV007585241 (ELSEVIER)S0950-0618(22)00609-2 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhao, Weitian verfasserin aut Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement 2022 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area. Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability Yang, Qun verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 327 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:327 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 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 327
language	English
source	Enthalten in Construction and building materials 327 volume:327
sourceStr	Enthalten in Construction and building materials 327 volume:327
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Zhao, Weitian @@aut@@ Yang, Qun @@aut@@
publishDateDaySort_date	2022-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV007585241
language_de	englisch
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author	Zhao, Weitian
spellingShingle	Zhao, Weitian ddc 690 bkl 56.45 misc Semi-flexible pavement misc Asphalt concrete skeleton misc Pavement performance misc Applicability Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
authorStr	Zhao, Weitian
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topic_title	690 DE-600 56.45 bkl Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement Semi-flexible pavement Asphalt concrete skeleton Pavement performance Applicability
topic	ddc 690 bkl 56.45 misc Semi-flexible pavement misc Asphalt concrete skeleton misc Pavement performance misc Applicability
topic_unstemmed	ddc 690 bkl 56.45 misc Semi-flexible pavement misc Asphalt concrete skeleton misc Pavement performance misc Applicability
topic_browse	ddc 690 bkl 56.45 misc Semi-flexible pavement misc Asphalt concrete skeleton misc Pavement performance misc Applicability
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title	Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
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title_full	Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
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doi_str_mv	10.1016/j.conbuildmat.2022.126923
dewey-full	690
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title_sort	study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
title_auth	Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
abstract	This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area.
abstractGer	This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area.
abstract_unstemmed	This study formed the semi-flexible pavement (SFP) based on five different gradation types of asphalt concrete skeleton. The basic properties of these five kinds of asphalt concrete skeletons and the volume stability, mesostructure characteristics, high-temperature performance, low-temperature performance, water stability, and strength characteristics of the formed SFP were tested and evaluated. We observed that the continuous gradation asphalt concrete skeleton with the minor air void and the most dispersed air void has better volume stability and high-temperature performance. SFP formed by single-particle size gradation asphalt concrete skeleton has better high-temperature and water stability. The low-temperature crack resistance of SFP with continuous gradation asphalt concrete skeleton is better than other SFP. The higher the cement content and the more concentrated the distribution, the more stable the strength and strength composition of SFP at different temperatures. The high-temperature stability and low-temperature crack resistance of SFP are the most affected by the average area of single aggregate (AS) on the cross-section of asphalt concrete skeleton, and the water stability of SFP is the most affected by the total area of all aggregates (AA) on the cross-section. The research results show that continuous gradation has better applicability in areas with a significant temperature difference between four seasons but less rainfall. The single-particle size gradation is suitable for the area with slight temperature difference and high temperature and rain in summer, but not for the cold area.
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title_short	Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement
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doi_str	10.1016/j.conbuildmat.2022.126923
up_date	2024-07-06T16:46:14.951Z
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score	7.400467

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Study on the applicability of asphalt concrete skeleton in the semi-flexible pavement

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Zugang & Verfügbarkeit

Vorhandene Bände

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