Long-term performance of fiber-grid-reinforced asphalt overlay pavements: A case study of Korean national highways
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摘要
The objective of this study was to verify the effect of fiber grid reinforcement on the longterm performance of asphalt overlay pavements by performing field investigation, laboratory test, and finite element analysis. Crack, rutting, roughness, and other miscellaneous distresses of fiber-grid-reinforced overlay sections and ordinary overlay sections were compared. Pavement conditions of fiber grid overlay sections before and after the overlay were also compared. Cores were obtained from the fiber-grid-reinforced and ordinary sections to measure bonding shear strength between the intermediate and overlay layers.Fracture energy, displacement after yield, and shear stiffness of the cores were also obtained by analyzing the test results. Finite element analysis was performed by using the test results to validate the effect of the fiber grid reinforcement on the long-term performance of asphalt overlay pavements. Rutting and fatigue cracking were predicted for three cases: 1) fiber grid was not used; 2) glass fiber grid was used; and 3) carbon fiber grid was used. The cracking ratio of fiber-grid-reinforced sections was much smaller than that of ordinary sections. The results of field investigation, laboratory test, and finite element analysis showed that the fiber grid reinforcement improved the long-term performance of asphalt overlay pavements.
The objective of this study was to verify the effect of fiber grid reinforcement on the longterm performance of asphalt overlay pavements by performing field investigation, laboratory test, and finite element analysis. Crack, rutting, roughness, and other miscellaneous distresses of fiber-grid-reinforced overlay sections and ordinary overlay sections were compared. Pavement conditions of fiber grid overlay sections before and after the overlay were also compared. Cores were obtained from the fiber-grid-reinforced and ordinary sections to measure bonding shear strength between the intermediate and overlay layers.Fracture energy, displacement after yield, and shear stiffness of the cores were also obtained by analyzing the test results. Finite element analysis was performed by using the test results to validate the effect of the fiber grid reinforcement on the long-term performance of asphalt overlay pavements. Rutting and fatigue cracking were predicted for three cases: 1) fiber grid was not used; 2) glass fiber grid was used; and 3) carbon fiber grid was used. The cracking ratio of fiber-grid-reinforced sections was much smaller than that of ordinary sections. The results of field investigation, laboratory test, and finite element analysis showed that the fiber grid reinforcement improved the long-term performance of asphalt overlay pavements.
The objective of this study was to verify the effect of fiber grid reinforcement on the longterm performance of asphalt overlay pavements by performing field investigation, laboratory test, and finite element analysis. Crack, rutting, roughness, and other miscellaneous distresses of fiber-grid-reinforced overlay sections and ordinary overlay sections were compared. Pavement conditions of fiber grid overlay sections before and after the overlay were also compared. Cores were obtained from the fiber-grid-reinforced and ordinary sections to measure bonding shear strength between the intermediate and overlay layers.Fracture energy, displacement after yield, and shear stiffness of the cores were also obtained by analyzing the test results. Finite element analysis was performed by using the test results to validate the effect of the fiber grid reinforcement on the long-term performance of asphalt overlay pavements. Rutting and fatigue cracking were predicted for three cases: 1) fiber grid was not used; 2) glass fiber grid was used; and 3) carbon fiber grid was used. The cracking ratio of fiber-grid-reinforced sections was much smaller than that of ordinary sections. The results of field investigation, laboratory test, and finite element analysis showed that the fiber grid reinforcement improved the long-term performance of asphalt overlay pavements.
引文
Arsenie,I.M.,Chazallon,C.,Duchez,J.L.,et al.,2017.Laboratory characterization of the fatigue behavior of a glass fibre gridreinforced asphalt concrete using 4PB tests.Road Materials and Pavement Design 18(1),168e180.
Baglieri,O.,Santagata,E.,Sapora,A.,et al.,2017.Fractional viscoelastic modeling of antirutting response of bituminous binders.Journal of Engineering Mechanics 143(5),1e8.
Brown,S.F.,Brunton,J.M.,Hughes,D.A.B.,et al.,1985.Polymer grid reinforcement of asphalt.In:Annual Meeting of the Association of Asphalt Paving Technologists,Texas,1985.
Canestrari,F.,Belogi,L.,Ferrotti,G.,et al.,2015.Shear and flexural characterization of grid-reinforced asphalt pavements and relation with field distress evolution.Materials and Structures 48(4),959e975.
Cho,H.D.,Kim,W.J.,Hong,K.N.,et al.,2004.Characteristics of reflection crack resistance in asphalt pavement strengthened with carbon fiber grid.In:Korean Society of Civil Engineers(KSCE)2004 Conference,Pyeongchang,2004.
Choi,J.H.,Seo,Y.G.,Suh,Y.C.,2009.Validation of permanent deformation model for flexible pavement using accelerated pavement testing.KSCE Journal of Civil Engineering 29(4D),491e497.
Fang,H.B.,Haddock,J.E.,White,T.D.,et al.,2004.On the characterization of flexible pavement rutting using creep model-based finite element analysis.Finite Element in Analysis and Design 41(1),49e73.
Gilchrist,A.J.,1989.Control of reflection cracking in pavements by the Installation of polymer geogrids.In:Conference on Reflective Cracking in Pavements,Liege,1989.
Gong,X.B.,Romero,P.,Dong,Z.J.,et al.,2017.Investigation on the low temperature property of asphalt fine aggregate matrix and asphalt mixture including the environmental factors.Construction and Building Materials 156,56e62.
Gu,F.,Luo,X.,Luo,R.,et al.,2017.A mechanistic-empirical approach to quantify the influence of geogrid on the performance of flexible pavement structures.Transportation Geotechnics 13,69e80.
Hakimzadeh,S.,Buttlar,W.G.,Santarromana,R.,2012.Shear-and tension-type tests to evaluate bonding of hot-mix asphalt layers with different tack coat application rates.Transportation Research Record 2295,54e62.
Ho,C.H.,Shan,J.Y.,Wang,F.Y.,et al.,2016.Performance of fiber-reinforced polymer-modified asphalt two-year review in northern Arizona.Transportation Research Record 2575,138e149.
Kim,B.I.,Lee,M.S.,Jeon,S.I.,et al.,2009.Cost analysis of asphalt pavements reinforced with glass fiber and polymer modified using falling weight deflectometer.International Journal of Highway Engineering 11(4),153e160.
Kim,H.,Buttlar,W.G.,2009.Discrete fracture modeling of asphalt concrete.International Journal of Solids and Structures 46(13),2593e2604.
Kim,J.,Buttlar,W.G.,2002.Analysis of reflective crack control system involving reinforcing grid over base-isolating interlayer mixture.Journal of Transportation Engineering 128(4),375e384.
Kim,K.W.,Do,Y.S.,Lim,S.B.,et al.,1999.Efficiency of retarding reflection crack in reinforced-and-modified asphalt pavement overlay.International Journal of Highway Engineering 1(1),85e96.
Kwon,S.Y.,Kim,N.H.,Lee,S.K.,2005.An effect of geosynthetics reinforcement on crack resistance of asphalt concrete.In:Korea Society of Road Engineers(KSRE)2005 Conference,Seoul,2005.
Li,Y.,Liu,L.P.,Xiao,F.P.,et al.,2017.Effective temperature for predicting permanent deformation of asphalt pavement.Construction and Building Materials 156,871e879.
Mohammad,L.N.,Elseifi,M.A.,Bae,A.,et al.,2012.Optimization of Tack Coat for HMA Placement.NCHRP Report 712.Transportation Research Board of the National Academies,Washington DC.
Mohammad,L.N.,Raqib,M.A.,Huang,B.,2002.Influence of asphalt tack coat materials on interface shear strength.Transportation Research Record 1789,56e65.
Ministry of Land,Infrastructure,and Transport(MOLIT),2008.Pavement Management System 2008.Ministry of Land,Infrastructure,and Transport,Sejong.
MOLIT,2010a.Development of Korean Pavement Manual&Improvement of Current Pavement Condition.PhaseⅢ-2Report.Ministry of Land,Infrastructure and Transport,Sejong.
MOLIT,2010b.Pavement Management System 2010.Ministry of Land,Infrastructure,and Transport,Sejong.
MOLIT,2011a.Pavement Management System 2011.Ministry of Land,Infrastructure,and Transport,Sejong.
MOLIT,2011b.Pavement Structural Design Manual.Ministry of Land,Infrastructure,and Transport,Sejong.
Muftah,A.,Bahadori,A.,Bayomy,F.,et al.,2017.Fiber-reinforced hot-mix asphalt Idaho case study.Transportation Research Record 2633,98e107.
Onifade,I.,Dinegdae,Y.,Birgisson,B.,2017.Hierarchical approach for fatigue cracking performance evaluation in asphalt pavements.Frontiers of Structural and Civil Engineering 11(3),257e269.
Park,S.G.,2010.A Study on Improvement of Bonding Shear Strength of Geogrid-reinforced Asphalt Pavements(Master thesis).Inha University,Incheon.
Said,S.F.,Hakim,H.,2016.Asphalt concrete rutting predicted using the PEDRO model.International Journal of Pavement Engineering 17(3),245e252.
Saleh,M.,Ebrahimi,M.G.,2017.Finite element modeling of performant deformation in the loaded wheel tracker test.Transportation Research Record 2641,94e102.
Uzarowski,L.,2006.The Development of Asphalt Mix Creep Parameters and Finite Element Modeling of Asphalt Rutting(PhD thesis).University of Waterloo,Waterloo.
Vaitkus,A.,Zilioniene,D.,Paulauskaite,S.,et al.,2011.Research and assessment of asphalt layers bonding.Baltic Journal of Road and Bridge Engineering 6(3),210e218.
Wang,J.Y.,Xiao,F.P.,Chen,Z.,et al.,2017.Application of tack coat in pavement engineering.Construction and Building Materials 152,856e871.
Zofka,A.,Maliszewski,M.,Maliszewska,D.,2017.Glass and carbon geogrid reinforcement of asphalt mixtures.Road Materials and Pavement Design 18(SI),471e490.
Baglieri,O.,Santagata,E.,Sapora,A.,et al.,2017.Fractional viscoelastic modeling of antirutting response of bituminous binders.Journal of Engineering Mechanics 143(5),1e8.
Brown,S.F.,Brunton,J.M.,Hughes,D.A.B.,et al.,1985.Polymer grid reinforcement of asphalt.In:Annual Meeting of the Association of Asphalt Paving Technologists,Texas,1985.
Canestrari,F.,Belogi,L.,Ferrotti,G.,et al.,2015.Shear and flexural characterization of grid-reinforced asphalt pavements and relation with field distress evolution.Materials and Structures 48(4),959e975.
Cho,H.D.,Kim,W.J.,Hong,K.N.,et al.,2004.Characteristics of reflection crack resistance in asphalt pavement strengthened with carbon fiber grid.In:Korean Society of Civil Engineers(KSCE)2004 Conference,Pyeongchang,2004.
Choi,J.H.,Seo,Y.G.,Suh,Y.C.,2009.Validation of permanent deformation model for flexible pavement using accelerated pavement testing.KSCE Journal of Civil Engineering 29(4D),491e497.
Fang,H.B.,Haddock,J.E.,White,T.D.,et al.,2004.On the characterization of flexible pavement rutting using creep model-based finite element analysis.Finite Element in Analysis and Design 41(1),49e73.
Gilchrist,A.J.,1989.Control of reflection cracking in pavements by the Installation of polymer geogrids.In:Conference on Reflective Cracking in Pavements,Liege,1989.
Gong,X.B.,Romero,P.,Dong,Z.J.,et al.,2017.Investigation on the low temperature property of asphalt fine aggregate matrix and asphalt mixture including the environmental factors.Construction and Building Materials 156,56e62.
Gu,F.,Luo,X.,Luo,R.,et al.,2017.A mechanistic-empirical approach to quantify the influence of geogrid on the performance of flexible pavement structures.Transportation Geotechnics 13,69e80.
Hakimzadeh,S.,Buttlar,W.G.,Santarromana,R.,2012.Shear-and tension-type tests to evaluate bonding of hot-mix asphalt layers with different tack coat application rates.Transportation Research Record 2295,54e62.
Ho,C.H.,Shan,J.Y.,Wang,F.Y.,et al.,2016.Performance of fiber-reinforced polymer-modified asphalt two-year review in northern Arizona.Transportation Research Record 2575,138e149.
Kim,B.I.,Lee,M.S.,Jeon,S.I.,et al.,2009.Cost analysis of asphalt pavements reinforced with glass fiber and polymer modified using falling weight deflectometer.International Journal of Highway Engineering 11(4),153e160.
Kim,H.,Buttlar,W.G.,2009.Discrete fracture modeling of asphalt concrete.International Journal of Solids and Structures 46(13),2593e2604.
Kim,J.,Buttlar,W.G.,2002.Analysis of reflective crack control system involving reinforcing grid over base-isolating interlayer mixture.Journal of Transportation Engineering 128(4),375e384.
Kim,K.W.,Do,Y.S.,Lim,S.B.,et al.,1999.Efficiency of retarding reflection crack in reinforced-and-modified asphalt pavement overlay.International Journal of Highway Engineering 1(1),85e96.
Kwon,S.Y.,Kim,N.H.,Lee,S.K.,2005.An effect of geosynthetics reinforcement on crack resistance of asphalt concrete.In:Korea Society of Road Engineers(KSRE)2005 Conference,Seoul,2005.
Li,Y.,Liu,L.P.,Xiao,F.P.,et al.,2017.Effective temperature for predicting permanent deformation of asphalt pavement.Construction and Building Materials 156,871e879.
Mohammad,L.N.,Elseifi,M.A.,Bae,A.,et al.,2012.Optimization of Tack Coat for HMA Placement.NCHRP Report 712.Transportation Research Board of the National Academies,Washington DC.
Mohammad,L.N.,Raqib,M.A.,Huang,B.,2002.Influence of asphalt tack coat materials on interface shear strength.Transportation Research Record 1789,56e65.
Ministry of Land,Infrastructure,and Transport(MOLIT),2008.Pavement Management System 2008.Ministry of Land,Infrastructure,and Transport,Sejong.
MOLIT,2010a.Development of Korean Pavement Manual&Improvement of Current Pavement Condition.PhaseⅢ-2Report.Ministry of Land,Infrastructure and Transport,Sejong.
MOLIT,2010b.Pavement Management System 2010.Ministry of Land,Infrastructure,and Transport,Sejong.
MOLIT,2011a.Pavement Management System 2011.Ministry of Land,Infrastructure,and Transport,Sejong.
MOLIT,2011b.Pavement Structural Design Manual.Ministry of Land,Infrastructure,and Transport,Sejong.
Muftah,A.,Bahadori,A.,Bayomy,F.,et al.,2017.Fiber-reinforced hot-mix asphalt Idaho case study.Transportation Research Record 2633,98e107.
Onifade,I.,Dinegdae,Y.,Birgisson,B.,2017.Hierarchical approach for fatigue cracking performance evaluation in asphalt pavements.Frontiers of Structural and Civil Engineering 11(3),257e269.
Park,S.G.,2010.A Study on Improvement of Bonding Shear Strength of Geogrid-reinforced Asphalt Pavements(Master thesis).Inha University,Incheon.
Said,S.F.,Hakim,H.,2016.Asphalt concrete rutting predicted using the PEDRO model.International Journal of Pavement Engineering 17(3),245e252.
Saleh,M.,Ebrahimi,M.G.,2017.Finite element modeling of performant deformation in the loaded wheel tracker test.Transportation Research Record 2641,94e102.
Uzarowski,L.,2006.The Development of Asphalt Mix Creep Parameters and Finite Element Modeling of Asphalt Rutting(PhD thesis).University of Waterloo,Waterloo.
Vaitkus,A.,Zilioniene,D.,Paulauskaite,S.,et al.,2011.Research and assessment of asphalt layers bonding.Baltic Journal of Road and Bridge Engineering 6(3),210e218.
Wang,J.Y.,Xiao,F.P.,Chen,Z.,et al.,2017.Application of tack coat in pavement engineering.Construction and Building Materials 152,856e871.
Zofka,A.,Maliszewski,M.,Maliszewska,D.,2017.Glass and carbon geogrid reinforcement of asphalt mixtures.Road Materials and Pavement Design 18(SI),471e490.
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