Abstract
The fatigue and healing performance of asphalt binder affect the durability of asphalt concrete and by extension, asphalt pavements. The objectives of this paper are to (1) estimate the fatigue and healing characteristics of asphalt binder by newly developed linear amplitude sweep (LAS) and LAS-based Healing (LASH) protocols, and (2) investigate the relationship between chemical composition of asphalt and engineering performance. Three neat asphalt binders (Pen-30, Pen-50 and Pen-70) and one SBS modified binder are selected for this study. Experimental results indicate that the SBS binder has advanced fatigue resistance among all tested binders and the softer neat binder with a higher penetration grade generally displays better fatigue performance. The fatigue failure occurrence is a significant threshold for healing potential comparison. The rate of healing (HR) results suggest that the best healing potential is with Pen-70 binder in pre-failure conditions followed by the SBS binder, Pen-50 and Pen-30 binders. However, the SBS binder presents better healing performance than Pen-70 binder in post-failure condition. Further solvency fractionation, into saturates, aromatics, resins and asphaltenes, indicates that the asphaltene content is negatively proportional to the quantified binder fatigue life whereas the HR index is found to be well correlated to the weight percents of saturates and ratio of saturates to aromatics (S/Ar). The combined use of LAS and LASH tests is recommended for effectively distinguishing and designing the fatigue-healing performance of neat and modified asphalt binders. Limiting the contents of asphaltenes would be of help to improve the binder fatigue resistance and either saturates percent or S/Ar parameter should be considered to assure the self-healing potential of asphalt binder.
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References
Miller JS, Bellinger WY (2003) Distress identification manual for the long-term pavement performance program. Publication no. FHWA-RD-03-031
Pérez-Jiménez F, Botella R, López-Montero T, Miró R, Martínez AH (2017) Complexity of the behaviour of asphalt materials in cyclic testing. Int J Fatigue 98:111–120
Riccardi C, Falchetto AC, Wistuba MP, Losa M (2017) Fatigue comparisons of mortars at different volume concentration of aggregate particles. Int J Fatigue 104:416–421
Sol-Sánchez M, Fiume A, Moreno-Navarro F, Rubio-Gámez MC (2018) Analysis of fatigue cracking of warm mix asphalt. Influence of the manufacturing technology. Int J Fatigue 10:197–203
Elkashefa M, Williams RC, Cochran E (2018) Investigation of fatigue and thermal cracking behavior of rejuvenated reclaimed asphalt pavement binders and mixtures. Int J Fatigue 108:90–95
Underwood BS (2016) A continuum damage model for asphalt cement and asphalt mastic fatigue. Int J Fatigue 82:387–401
Akbari A, Modarres A (2018) Evaluating the effect of nano-clay and nano-alumina on the fatigue response of bitumen using strain and time sweep tests. Int J Fatigue 114:311–322
Anderson DA, Kennedy T (1993) Development of SHRP binder specification. J Asph Paving Technol 62:481–507
Anderson DA, Christensen DW, Bahia HU, Dongre R et al (1994) Binder characterization and evaluation vol 3: physical characterization SHRP-A-369. National Research Council
Bahia HU, Zhai H, Bonnetti K, Kose S (1999) Non-linear viscoelastic and fatigue properties of asphalt binders. J Assoc Asph Paving Technol 68:1–34
Bahia HU, Zhai H, Zeng M, Hu Y, Turner P (2001) Development of binder specification parameters based on characterization of damage behavior. J Assoc Asph Paving Technol 70:442–470
Bahia HU, Hanson DI, Zeng M et al (2001) Characterization of modified asphalt binders in superpave mix design. NCHRP Report 459, Transportation Research Board, National Research Council
Anderson DA, Hir YML, Marasteanu MO, Planche J-P, Martin D, Gauthier G (2001) Evaluation of fatigue criteria for asphalt binders. Transp Res Rec J Transp Res Board 1766:48–56
Bonnetti KS, Nam K, Bahia HU (2002) Measuring and defining fatigue behavior of asphalt binders. Transp Res Rec J Transp Res Board 1810:33–43
Martono W, Bahia HU, D’Angelo J (2007) Effect of testing geometry on measuring fatigue of asphalt. ASCE J Mater Civ Eng 19(9):746–752
AASHTO (2014) Standard method of test for estimating damage tolerance of asphalt binders using the linear amplitude sweep. AASHTO TP101, 2014, Washington, DC
Johnson CM (2010) Estimating asphalt binder fatigue resistance using an accelerated test method. Ph.D. Dissertation, University of Wisconsin-Madison, Madison, WI
Hintz C, Bahia H (2013) Simplification of linear amplitude sweep test and specification parameter. Transp Res Rec 2370:10–16
Wang C, Castorena C, Zhang J, Kim YR (2015) Unified failure criterion for asphalt binder under cyclic fatigue loading. Road Mater Pavement Des 16(S2):125–148
Wang C, Xie W, Chen Y, Diab A, You Z (2018) Refining the calculation method for fatigue failure criterion of asphalt binder using the linear amplitude sweep test. ASCE J Mater Civ Eng 30(2):04017286
Wang C, Wang H, Zhao L, Cao D (2017) Experimental study on rheological characteristics and performance of high modulus asphalt binder with different modifiers. Constr Build Mater 155:26–36
Wang C, Zhao L, Cao W, Cao D, Tian B (2017) Development of paving performance index system for selection of modified asphalt binder. Constr Build Mater 153:695–703
Wang Y, Wang C, Bahia H (2017) Comparison of the fatigue failure behaviour for asphalt binder using both cyclic and monotonic loading modes. Constr Build Mater 151:767–774
Wang C, Castorena C, Zhang J, Kim YR (2017) Application of time-temperature superposition principle on fatigue failure analysis of asphalt binder. ASCE J Mater Civ Eng 29(1):04016194
Johnson CM, Wen H, Bahia H (2009) Practical application of viscoelastic continuum damage theory to asphalt binder fatigue characterization. J Asph Paving Technol 78:597–638
Andriescu A, Hesp SAM, Youtcheff JS (2004) Essential and plastic works of ductile fracture in asphalt binders. Transp Res Rec 1875:1–8
Yan Y, Hernando D, Roque R (2017) Fracture tolerance of asphalt binder at intermediate temperatures. ASCE J Mater Civ Eng 29(9):04017108
Yan Y, Cocconcelli C, Roque R, Nash T, Zou J, Hernando D, Lopp G (2015) Performance evaluation of alternative polymer-modified asphalt binder. Road Mater Pavement Des 16(S1):389–403
Little DN, Lytton RL, Williams AD Chen CW (2001) Microdamage healing in asphalt and asphalt concrete, volume I: microdamage and microdamage healing, project summary report. Publication No. FHWA-RD-98-141
Williams D, Little DN, Lytton RL, Kim YR, Kim Y (2001) Microdamage healing in asphalt and asphalt concrete, volume II: laboratory and field testing to assess and evaluate microdamage and microdamage healing. Publication No. FHWA-RD-98-142
Mazzoni G, Stimilli A, Canestrari F (2016) Self-healing capability and thixotropy of bituminous mastics. Int J Fatigue 92:8–17
Riahi E, Allou F, Botella R, Dubois F, Absi J, Petit C (2017) Quantification of self-heating and its effects under cyclic tests on a bituminous binder. Int J Fatigue 104:334–341
Mannan UA, Tarefder RA (2018) Investigating different fatigue failure criteria of asphalt binder with the consideration of healing. Int J Fatigue 114:198–205
Bazin P, Saunier JB (1997) Deformability, fatigue and healing properties of asphalt mixes. In: Proceeding of 2nd international conference on the structural design of asphalt pavement, pp 553–569
Raithby KD, Sterling AB (1970) The effect of rest periods on the fatigue performance of a hot-rolled asphalt under reversed axial loading. J Assoc Asphalt Paving Technol 39:134–152
Bonnaure FP, Huibers AHJJ, Boonders A (1982) A laboratory investigation of the influence of rest periods on the fatigue characteristics of bituminous mixes. J Assoc Asphalt Paving Technol 51:104–128
Kim YR, Whimoyer SL, Little DM (1995) Healing in asphalt concrete pavements: is it real? J Transp Res Rec 1454:89–96
Kim Y, Kim YR (1997) In situ evaluation of fatigue damage growth and healing of asphalt concrete pavements using stress wave method. Transp Res Rec 1568:106–113
De Gennes PG (1971) Reptation of a polymer chain in the presence of fixed obstacles. J Chem Phys 55(2):572–579
Wool RP, O’Connor KM (1981) A theory of crack healing in polymers. J Appl Phys 52(10):5953–5963
Bhasin A, Little DN, Bommavaram R, Vasconcelos K (2008) A framework to quantify the effect of healing in bituminous materials using material properties. Road Mater Pavement Des 9(S1):219–242
Álvaro G (2012) Self-healing of open cracks in asphalt mastic. Fuel 93(1):264–272
Kim B, Roque R (2006) Evaluation of healing property of asphalt mixtures. Transp Res Rec 1970:84–91
Carpenter SH, Shen S (2006) Dissipated energy approach to study hot-mix asphalt healing in fatigue. Transp Res Rec 1970:178–185
Shen S, Lu X (2014) Fracture healing properties of asphaltic material under controlled damage. J Mater Civ Eng 26(2):275–282
Shen S, Lu X, Zhang Y, Lytton R (2014) Fracture and viscoelastic properties of asphalt binders during fatigue and rest periods. J Test Eval 42(1):1–9
Bommavaram R, Bhasin A, Little DN (2009) Determining intrinsic healing properties of asphalt binders. Transp Res Rec 2126:47–54
Tan Y, Shan L, Kim YR, Underwood S (2012) Healing characteristics of asphalt binder. Constr Build Mater 27:570–577
Shan L, Tan Y, Kim YR (2013) Establishment of a universal healing evaluation index for asphalt binder. Constr Build Mater 48:74–79
Stimilli A, Hintz C, Li Z, Velasquez R, Bahia HU (2012) Effect of healing on fatigue law parameters of asphalt binders. Transp Res Rec 2293:96–105
Qiu J, Molenaar AAA, Van de Ven MFC, Wu S (2012) Development of autonomous setup for evaluating self-healing capability of asphalt mixtures. Transp Res Rec 2296:15–23
Chen Y, Simms R, Koh C, Lopp G, Roque R (2013) Development of a test method for evaluation and quantification of healing in asphalt mixture. Road Mater Pavement Des 14(4):901–920
Kim YR (1988) Evaluation of healing and constitutive modeling of asphalt concrete by means of the theory of nonlinear viscoelasticity and damage mechanics. Ph.D. Dissertation, Texas A&M University, College Station
Schapery RA (1984) Correspondence principles and a generalized J integral for large deformation and fracture analysis of viscoelastic media. Int J Fract 25:195–223
Lee HJ, Kim YR (1998) Viscoelastic damage model of asphalt concrete with healing. J Eng Mech 124(11):1224–1232
Daniel JS, Kim YR (2001) Laboratory evaluation of fatigue damage and healing of asphalt mixtures. J Mater Civ Eng 13(6):434–440
Si Z, Little DN, Lytton RL (2002) Characterization of microdamage and healing of asphalt concrete mixtures. J Mater Civ Eng 14(6):461–470
Si Z, Little DN, Lytton RL (2002) Evaluation of fatigue healing effect of asphalt concrete by pseudostiffness. Transp Res Rec 1789:73–79
Palvadi S, Bhasin A, Little DN (2012) Method to quantify healing in asphalt composites by continuum damage approach. Transp Res Rec 2296:86–96
Karki P, Li R, Bhasin A (2015) Quantifying overall damage and healing behaviour of asphalt materials using continuum damage approach. Int J Pavement Eng 16(4):350–362
Xie W, Castorena C, Wang C, Kim YR (2017) A framework to characterize the healing potential of asphalt binder using the linear amplitude sweep test. Constr Build Mater 154:771–779
Mangiafico S, Di Benedetto H, Sauzéat C, Olard F, Pouget S, Planque L (2016) Effect of colloidal structure of bituminous binder blends on linear viscoelastic behaviour of mixtures containing reclaimed asphalt pavement. Mater Des 111:126–139
Michalica P, Kazatchkov IB, Stastna J, Zanzotto L (2008) Relationship between chemical and rheological properties of two asphalts of different origins. Fuel 87:3247–3253
Polacco G, Filippi S, Paci M, Giuliani F, Merusi F (2012) Structural and rheological characterization of wax modified bitumens. Fuel 95:407–416
Sultana S, Bhasin A (2014) Effect of chemical composition on rheology and mechanical properties of asphalt binder. Constr Build Mater 72:293–300
Allen RG, Little DN, Bhasin A, Glover CJ (2014) The effects of chemical composition on asphalt microstructure and their association to pavement performance. Int J Pavement Eng 15(1):9–22
Kim YR, Little DN, Benson FC (1990) Chemical and mechanical evaluation of healing mechanism of asphalt concrete. J Assoc Asph Paving Technol 59:240–275
Santagata E, Baglieri O, Dalmazzo D, Tsantilis L (2009) Rheological and chemical investigation on the damage and healing properties of bituminous binders. J Assoc Asph Paving Technol 78:567–596
Sun D, Yu F, Li L, Lin T, Zhu XY (2017) Effect of chemical composition and structure of asphalt binders on self-healing. Constr Build Mater 133:495–501
AASHTO Standard method of test for effect of heat and air on a moving film of asphalt binder (rolling thin-film oven test). AASHTO T240, Washington, DC
Marasteanu MO, Anderson DA (1996) Time-temperature dependency of asphalt binders—an improved model. J Assoc Asph Paving Technol 65:408–448
Williams ML, Landel RF, Ferry JD (1955) The temperature dependence of relaxation mechanisms in amorphous polymers and other glass-forming liquid. J Am Chem Soc 77(14):3701–3707
ASTM (2009) Standard test method for separation of asphalt into four fractions. ASTM D4124
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The authors would like to gratefully acknowledge the sponsorship from National Natural Science Foundation of China (51608018), Beijing Natural Science Foundation (8174059) and Beijing Municipal Education Commission (KM201810005020).
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Wang, C., Xie, W. & Underwood, B.S. Fatigue and healing performance assessment of asphalt binder from rheological and chemical characteristics. Mater Struct 51, 171 (2018). https://doi.org/10.1617/s11527-018-1300-2
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DOI: https://doi.org/10.1617/s11527-018-1300-2