1. National Center for Materials Service Safety, University of Science and Technology Beijing, Beijing 100083, China 2. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China 3. Joint USTB-Virginia Tech Lab on Multifunctional Materials, University of Science and Technology Beijing, Beijing 100083, China 4. Virginia Tech, Blacksburg, VA 24061, USA
The interface between asphalt binder and mineral aggregate directly affects the service life of pavement because the defects and stress concentration occur more easily there. The interaction between asphalt binder and mineral aggregate is the main cause of forming the interface. This paper presents an extensive review on the test technologies and analysis methods of interfacial interaction, including molecular dynamics simulation, phase field approach, absorption tests, rheological methods and macro mechanical tests. All of the studies conducted on this topic clearly indicated that the interfacial interaction between asphalt binder and mineral aggregate is a physical-chemical process, and can be qualitatively characterized by microscopical technique (such as SEM and AFM), and also can be quantitatively evaluated by rheological methods and interfacial mechanical tests. Molecular dynamics simulation and phase field approach were also demonstrated to be effective methods to study the interfacial behavior and its mechanism.
Anderson D A, Goetz W H. Mechanical Behavior and Reinforcement of Mineral Filler – Asphalt Mixtures. Proc. Association of Asphalt Paving Technologists, 1973, 42: 37–66
2
Dukatz EL, Anderson DA. The Effect of Various Fillers on the Mechanical Behavior of Asphaltic Concrete. Journal of the Association of Asphalt Paving Technologists, 1980, 49
3
Aigner E, Lackner R, Pichler C. Multiscale prediction of viscoelastic properties of asphalt concrete. Journal of Materials in Civil Engineering, 2009, 21(12): 771–780 https://doi.org/10.1061/(ASCE)0899-1561(2009)21:12(771)
4
Jennings P W, Pribanic J A, Desando M A. Binder characterization and evaluation by nuclear magnetic resonance spectroscopy. Strategic Highway Research Program, National Research Council, Washington DC, 1993: 3–12
5
Pauli A T, Grimes W, Huang S C. Surface energy studies of SHRP asphalts by AFM. In: The 225th National Meeting of the American-Chemical-Society, New Orleans, Louisiana, 2003, 225: 422
6
Zhang L, Greenfield M L. Molecular orientation in model asphalts using molecular simulation. Energy & Fuels, 2007, 21(2): 1102–1111 https://doi.org/10.1021/ef060449z
7
Zhang L, Greenfield M L. Relaxation time, diffusion, and viscosity analysis of model asphalt systems using molecular simulation. Journal of Chemical Physics, 2007, 127(194502): 1–13
8
Zhang L, Greenfield M L. Effects of polymer modification on properties and microstructure of model asphalt systems. Energy & Fuels, 2008, 22(5): 3363–3375 https://doi.org/10.1021/ef700699p
9
Clancy T C, Mattice W L. Computer simulation of polyolefin interfaces. Computational and Theoretical Polymer Science, 1999, 9(3–4): 261–270 https://doi.org/10.1016/S1089-3156(99)00013-6
10
Deng M, Tan V B C, Tay T E. Atomistic modeling: Interfacial diffusion and adhesion of polycarbonate and silanes. Polymer, 2004, 45(18): 6399–6407 https://doi.org/10.1016/j.polymer.2004.06.055
11
Murgich J, Rodríguez M J, Izquierdo A, Carbognani L, Rogel E. Interatomic interactions in the adsorption of asphaltenes and resins on kaolinite calculated by molecular dynamics. Energy & Fuels, 1998, 12(2): 339–343 https://doi.org/10.1021/ef9701302
12
Norinaga K, Wargardalam V J, Takasugi S, Iino M, Matsukawa S. Measurement of self-diffusion coefficient of asphaltene in pyridine by pulsed field gradient spin-echo H-1 NMR. Energy & Fuels, 2001, 15(5): 1317–1318 https://doi.org/10.1021/ef0100597
13
Andrews A B, Guerra R E, Mullins O C, Sen P N. Diffusivity of asphaltene molecules by fluorescence correlation spectroscopy. Journal of Physical Chemistry A, 2006, 110(26): 8093–8097 https://doi.org/10.1021/jp062099n
14
He L, Li X, Wu G, Lin F, Sui H. Distribution of saturates, aromatics, resins and asphaltenes fractions in the bituminous layer of Athabasca oil sands. Energy & Fuels, 2013, 27(8): 4677–4683 https://doi.org/10.1021/ef400965m
15
Curtis C W, Ensley K, Epps J. Fundamental properties of asphalt-aggregate interactions including adhesion and absorption. SHRP-A-341 National Research Council, Washington, D.C. 1993: 501–527
16
Scott J A N. Adhesion and disbonding of asphalt used in highway construction and maintenance. Journal of the Association of Asphalt Paving Technologists, 1978, 47: 19–48
Ardebrant H, Pugh R J. Surface acidity/basicity of road stone aggregates by adsorption from non-aqueous solutions. Colloids and Surfaces, 1991, 53(1): 101–116 https://doi.org/10.1016/0166-6622(91)80038-P
19
González G, Middea A. Asphaltenes adsorption by quartz and feldspar. Journal of Dispersion Science and Technology, 1987, 8(5–6): 525–548 https://doi.org/10.1080/01932698708943621
20
Acevedo S, Ranaudo M A, Escobar G. Adsorption of asphaltenes and resins on organic and inorganic substrates and their correlation with precipitation problems in production well tubing. Fuel, 1995, 74(4): 595–598 https://doi.org/10.1016/0016-2361(95)98363-J
21
Acevedo S, Castillo J, Fernandez A, Goncalves S, Ranaudo M A. A study of multilayer adsorption of asphaltenes on glass surfaces by photothermal surface deformation. Relation of this adsorption to aggregate formation in solution. Energy & Fuels, 1998, 12(2): 386–390 https://doi.org/10.1021/ef970152o
22
Abudu A, Goual L. Adsorption of crude oil on surfaces using quartz crystal microbalance with dissipation (QCM-D) under flow conditions. Energy & Fuels, 2009, 23(3): 1237–1248 https://doi.org/10.1021/ef800616x
23
Ekholm P, Blomberg E, Claesson P, Auflem I H, Sjöblom J, Kornfeldt A. A quartz crystal microbalance study of the adsorption of asphaltenes and resins onto a hydrophilic surface. Journal of Colloid and Interface Science, 2002, 247(2): 342–350 https://doi.org/10.1006/jcis.2002.8122
24
Goual L, Horváth-Szabó G, Masliyah J H, Xu Z. Adsorption of bituminous components at oil/water interfaces investigated by quartz crystal microbalance: Implications to the stability of water-in-oil emulsions. Langmuir, 2005, 21(18): 8278–8289 https://doi.org/10.1021/la050333f
25
Balabin R M, Syunyaev R Z. Petroleum resins adsorption onto quartz sand: Near infrared (NIR) spectroscopy study. Journal of Colloid and Interface Science, 2008, 318(2): 167–174 https://doi.org/10.1016/j.jcis.2007.10.045
26
Syunyaev R Z, Balabin R M, Akhatov I S, Safieva J O. Adsorption of petroleum asphaltenes onto reservoir rock sands studied by near-infrared (NIR) spectroscopy. Energy & Fuels, 2009, 23(3): 1230–1236 https://doi.org/10.1021/ef8006068
27
Labrador H, Fernandez Y, Tovar J, Muñoz R, Pereira J C. Ellipsometry study of the adsorption of asphaltene films on a glass surface. Energy & Fuels, 2007, 21(3): 1226–1230 https://doi.org/10.1021/ef060375r
28
Turgman-Cohen S, Smith M B, Fischer D A, Kilpatrick P K, Genzer J. Asphaltene adsorption onto self-assembled monolayers of mixed aromatic and aliphatic trichlorosilanes. Langmuir, 2009, 25(11): 6260–6269 https://doi.org/10.1021/la9000895
29
Saraji S, Goual L, Piri M. Adsorption of asphaltenes in porous media under flow conditions. Energy & Fuels, 2010, 24(11): 6009–6017 https://doi.org/10.1021/ef100881k
30
David A. Mechanical behavior of asphalt-mineral powder composites and asphalt-mineral interaction. Lafayette: Doctoral Dissertation of Purdue University, 1971: 166–170
31
Wu J T. Studies on Interaction Capability of Asphalt and Aggregate Based on Rheological Characteristics. Master’s Thesis, Harbin Institute of Technology. Harbin, 2009: 64–65
Tan Y Q, Guo M. Using surface free energy method to study the cohesion and adhesion of asphalt mastic. Construction & Building Materials, 2013, 47: 254–260 https://doi.org/10.1016/j.conbuildmat.2013.05.067
34
Tan Y Q, Guo M. Interfacial Thickness and Interaction between Asphalt and Mineral Fillers. Materials and Structures, 2014, 47(4): 605–614 https://doi.org/10.1617/s11527-013-0083-8
35
Guo M, Motamed A, Tan Y Q, Bhasin A. Investigating the Interaction between Asphalt Binder and Fresh and Simulated RAP Aggregate. Materials & Design, 2016, 105: 25–33 https://doi.org/10.1016/j.matdes.2016.04.102
36
Guo M, Tan Y Q, Zhou S W. Multiscale Test Research on Interfacial Adhesion Property of Cold Mix Asphalt. Construction & Building Materials, 2014, 68: 769–776 https://doi.org/10.1016/j.conbuildmat.2014.06.031
Zhang J P, Fan Z P, Hu D L, Hu Z, Pei J Z, Kong W C. Evaluation of asphalt–aggregate interaction based on the rheological properties. International Journal of Pavement Engineering, 2016: 1–7 https://doi.org/10.1080/10298436.2016.1199868
Shao X Z, Tan Y Q, Shao M H, Sun L J. Research on Microstructure of Asphalt Mortar. Highway, 2003, 12: 105–108
41
Tan Y Q, Guo M. Micro- and Nano-characteration of Interaction between Asphalt and Filler. Journal of Testing and Evaluation, 2014, 42(5): 1089–1097 https://doi.org/10.1520/JTE20130253
42
Wang Z J, Sha A M. Micro hardness of interface between cement asphalt emulsion mastics and aggregates. Materials and Structures, 2010, 43(4): 453–461 https://doi.org/10.1617/s11527-009-9502-2
43
Khattak M J, Baladi G Y, Drzal L T. Low temperature binder-aggregate adhesion and mechanistic characteristics of polymer modified asphalt mixtures. Journal of Materials in Civil Engineering, 2007, 19(5): 411–422 https://doi.org/10.1061/(ASCE)0899-1561(2007)19:5(411)
44
Shinhe H, Turner T F, Pauli A T. Evaluation of different techniques for adhesive properties of asphalt-filler systems at interfacial region. Symposium on Advances in Adhesives, Adhesion Science and Testing, Washington D C: ASTM, 2005: 114–128
45
Richardson C. The theory of the perfect sheet asphalt surface. Journal of Industrial and Engineering Chemistry, 1915, 7(6): 463–465 https://doi.org/10.1021/ie50078a002
46
Miller J S, Traxler R N. Some of the fundamental physical characteristics of mineral filler intended for asphalt paving mixtures. Journal of the Association of Asphalt Paving Technologists, 1932, 3: 53–63
47
Mitchell J G, Lee A R. The evaluation of fillers for tar and other bituminous surfacing. Journal of the Society of Chemical Industry, 1939, 58: 299–306
48
Rigden P J. The use of fillers in bituminous road surfacings: A study of filler binder systems in relation to filler characteristics. Journal of the Society of Chemical Industry, 1947, 66(9): 299–309 https://doi.org/10.1002/jctb.5000660902
49
Shashidhar N, Romero P. Factors affecting the stiffening potential of mineral fillers. Transportation Research Record, 1998, 1638: 94–100 https://doi.org/10.3141/1638-11
50
Kallas B F, Puzinauskas V P. A study of mineral fillers in asphalt paving mixtures. Journal of the Association of Asphalt Paving Technologists, 1961, 10: 493–528
51
Tunnicliff D G. A review of mineral filler. Journal of the Association of Asphalt Paving Technologists, 1962, 31: 118–150
52
Heukelom W, Wijga P W O. Viscosity of dispersions as governed by concentration and rate of shear. Journal of the Association of Asphalt Paving Technologists, 1971, 40: 418–437
53
Einstein A. Investigations on the theory of the Brownian movement, edited with notes by R. Furth [M]. United States of America: Dover publications, 1956: 1–19
54
Thomas D G. Transport characteristics of suspension: VIII. A note on the viscosity of Newtonian suspensions of uniform spherical particles. Journal of Colloid Science, 1965, 20(3): 267–277 https://doi.org/10.1016/0095-8522(65)90016-4
55
Shenoy A V. Rheology of filled polymer systems, Netherlands: Springer 1999: 112–135
Maron S H, Pierce P E. Application of Ree-Eyring generalized flow theory to suspensions of spherical particles. Journal of Colloid Science, 1956, 11(1): 80–95 https://doi.org/10.1016/0095-8522(56)90023-X
58
Halpin J C. Effects of environmental factors on composite materials. Technical report AFML-TR-67-423, 1969: 1–13
59
Ju J W, Chen T M. Effective elastic moduli of two-phase composites containing randomly dispersed spherical inhomogeneities. Acta Mechanica, 1994, 103(1–4): 123–144 https://doi.org/10.1007/BF01180222
60
Shashidhar N, Shenoy A. On using micromechanical models to describe dynamic mechanical behavior of asphalt mastics. Mechanics of Materials, 2002, 34(10): 657–669 https://doi.org/10.1016/S0167-6636(02)00166-7
61
Christensen R M, Lo K H. Solutions for effective shear properties in three phase sphere and cylinder models. Journal of the Mechanics and Physics of Solids, 1979, 27(4): 315–330 https://doi.org/10.1016/0022-5096(79)90032-2
62
Christensen R M, Lo K H. Erratum: Solutions for effective shear properties in three phase sphere and cylinder models. Journal of the Mechanics and Physics of Solids, 1986, 34(6): 639 https://doi.org/10.1016/0022-5096(86)90043-8
63
Buttlar WG, Bozkurt D, Al-Khateeb GG, et al.Understanding asphalt mastic behavior through micromechanics. Transportation Research Record: Journal of the Transportation Research Board, 1999, 1681: 157–169
64
Lipatov Y S, Rosovitsky V F, Babich B V, Kvitka N A. On shift and resolution of relaxation maxima in two phase polymeric systems. Journal of Applied Polymer Science, 1980, 25(6): 1029–1037 https://doi.org/10.1002/app.1980.070250605
65
Zhu X Y, Yang Z X, Guo X M, Chen W Q. Modulus prediction of asphalt concrete with imperfect bonding between aggregate-asphalt mastic. Composites. Part B, Engineering, 2011, 42(6): 1404–1411 https://doi.org/10.1016/j.compositesb.2011.05.023
66
Gong X B. Micro-Meso Mechanical Behavior of Asphalt Mixtures Based on Locally Effective Properties. Master’s Thesis, Harbin Institute of Technology. Harbin, 2012: 68–69
67
Ribeiro R C, Correia J C G, Seidl P R. The influence of different minerals on the mechanical resistance of asphalt mixtures. Journal of Petroleum Science Engineering, 2009, 65(3–4): 171–174 https://doi.org/10.1016/j.petrol.2008.12.025
68
Mallick R B, Kandhal P S, Bradbury R L. Using warm-mix asphalt technology to incorporate high percentage of reclaimed asphalt pavement material in asphalt mixtures. Transportation Research Record, 2008, 2051: 71–79 https://doi.org/10.3141/2051-09
69
Shu X, Huang B S, Shrum E D, Jia X. Laboratory evaluation of moisture susceptibility of foamed warm mix asphalt containing high percentages of RAP. Construction & Building Materials, 2012, 35: 125–130 https://doi.org/10.1016/j.conbuildmat.2012.02.095
70
Guo N S, You Z P, Zhao Y H, Tan Y, Diab A. Laboratory performance of warm mix asphalt containing recycled asphalt mixtures. Construction & Building Materials, 2014, 64: 141–149 https://doi.org/10.1016/j.conbuildmat.2014.04.002
71
Zhao S, Huang B S, Shu X, Woods M. Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement. Construction & Building Materials, 2013, 44: 92–100 https://doi.org/10.1016/j.conbuildmat.2013.03.010
72
Hill B, Behnia B, Buttlar W G, Reis H. Evaluation of warm mix asphalt mixtures containing reclaimed asphalt pavement through mechanical performance tests and an acoustic emission approach. Journal of Materials in Civil Engineering, 2013, 25(12): 1887– 1897 https://doi.org/10.1061/(ASCE)MT.1943-5533.0000757
73
Mohajeri M, Molenaar A A A, Van de Ven M F C. Experimental study into the fundamental understanding of blending between reclaimed asphalt binder and virgin bitumen using nanoindentation and nano-computed tomography. Road Materials and Pavement Design, 2014, 15(2): 372–384 https://doi.org/10.1080/14680629.2014.883322
Henry H, Levine H. Dynamic Instabilities of Fracture under Biaxial Strain Using a Phase Field Model. Physical Review Letters, 2004, 93(10): 105504 https://doi.org/10.1103/PhysRevLett.93.105504
76
Karma A, Lobkovsky A. Unsteady crack motion and branching in a phase-field model of brittle fracture. Physical Review Letters, 2004, 92(24): 245510 https://doi.org/10.1103/PhysRevLett.92.245510
77
Eastgate L, Sethna J, Rauscher M, Cretegny T, Chen C S, Myers C R. Fracture in mode I using a conserved phase-field model. Physical Review E: Statistical, Nonlinear, and Soft Matter Physics, 2002, 65(3): 036117 https://doi.org/10.1103/PhysRevE.65.036117
78
Schlüter A, Willenbucher A, Kuhn C, Muller R. Phase field approximation of dynamic brittle fracture. Computational Mechanics, 2014, 54(5): 1141–1161 https://doi.org/10.1007/s00466-014-1045-x
79
Takaishi T, Kimura M. Phase field model for Mode III crack growth in two dimensional elasticity. Kybernetika, 2009, 45(4): 605–614
80
Schänzel L, Hofacker M, Miehe C. Phase Field Modeling of Crack Propagation at Large Strains with Application to Rubbery Polymers. Proceedings in Applied Mathematics and Mechanics, 2011, 11(1): 429–430 https://doi.org/10.1002/pamm.201110206
Song Y C, Soh A K, Ni Y. Phase field simulation of crack tip domain switching in ferroelectrics. Journal of Physics. D, Applied Physics, 2007, 40(4): 1175–1182 https://doi.org/10.1088/0022-3727/40/4/040
83
Levitas V, Idesman A, Palakala A. Phase-field modeling of fracture in liquid. Journal of Applied Physics, 2011, 110(3): 033531 https://doi.org/10.1063/1.3619807
84
Xu H, Matkar R, Kyu T. Phase-field modeling on morphological landscape of isotactic polystyrene single crystals. Physical Review E: Statistical, Nonlinear, and Soft Matter Physics, 2005, 72(1): 011804 https://doi.org/10.1103/PhysRevE.72.011804
85
Abdollahi A, Arias I. Phase-field simulation of anistropic crack propagation in ferroelectric single crystals: effect of microstructure on the fracture process. Modelling and Simulation in Materials Science and Engineering, 2011, 19(7): 074010 https://doi.org/10.1088/0965-0393/19/7/074010
86
Hou Y, Wang L, Yue P, Pauli T, Sun W. Modeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model. Journal of Materials in Civil Engineering, 2014, 26(4): 684–691 https://doi.org/10.1061/(ASCE)MT.1943-5533.0000874
87
Hou Y, Yue P, Xin Q, Pauli T, Sun W, Wang L. Fracture failure of asphalt binder in mixed mode (Modes I and II) by using phase-field model. Road Materials and Pavement Design, 2014, 15(1): 167– 181 https://doi.org/10.1080/14680629.2013.866155
88
Hou Y, Wang L, Pauli T, Sun W. Investigation of the Asphalt Self-healing Mechanism Using a Phase-Field Model. Journal of Materials in Civil Engineering, 2015, 27(3): 04014118 https://doi.org/10.1061/(ASCE)MT.1943-5533.0001047
89
Hou Y, Wang L, Yue P, Sun W. Fracture Failure in Crack interaction of Asphalt Binder by Using a Phase Field Approach. Materials and Structures, 2015, 48(9): 2997–3008 https://doi.org/10.1617/s11527-014-0372-x
90
Hou Y, Sun W, Huang Y, Ayatollahi M, Wang L, Zhang J. Diffuse-Interface Model to Investigate the Asphalt Concrete Cracking Subjected to Shear Loading at a Low Temperature. Journal of Cold Regions Engineering, 2016, 04016009 https://doi.org/10.1061/(ASCE)CR.1943-5495.0000116
91
Hou Y, Sun W, Das P, Song X, Wang L, Ge Z, Huang Y. Coupled Navier-Stokes Phase-Field Model to Evaluate the Microscopic Phase Separation in Asphalt Binder under Thermal Loading. Journal of Materials in Civil Engineering, 2016, 28(10): 04016100 https://doi.org/10.1061/(ASCE)MT.1943-5533.0001581
92
Hou Y, Sun F, Sun W, Guo M, Xing C, Wu J. Quasi-brittle Fracture Modeling of PreFlawed Bitumen Using a Diffuse Interface Model. Advances in Materials Science and Engineering, 2016, 2016: 8751646 https://doi.org/10.1155/2016/8751646
93
Hou Y, Huang Y, Sun F, Guo M. Fractal Analysis on Asphalt Mixture Using a Two-Dimensional Imaging Technique. Advances in Materials Science and Engineering, 2016, 2016: 8931295 https://doi.org/10.1155/2016/8931295