Abstract
The mechanical behavior of hot mix asphalt is affected by their constituent properties, i.e., aggregate and asphalt binder properties. The loading path used in laboratory testing is also a factor that may influence results. The objective of this work was to investigate the effect of aggregate particle shape properties and texture, as well as of the aggregate-binder adhesion, on different tests used to evaluate mixture resistance: indirect tensile strength in axial compression (ITS); moisture-induced damage—modified Lottman; uniaxial repeated load permanent deformation—Flow number (FN); dynamic modulus, both at compression and at tension/compression; and tension/compression fatigue life. The Aggregate Image Measurement System was used for analyzing aggregate particle shape properties. Asphalt Bond Strength test results were used as an indicator of aggregate-binder adhesion. The results indicate that the binder is relatively more important for tension/compression tests, while aggregate properties are relatively more important for compression tests. For the latter, the higher the load applied in the test, the greater the importance of the aggregate to the mixture result, which is expected since this favors interlocking. ITS and FN results appear to be strongly affected by aggregate sphericity and texture. Dynamic modulus at compression depends more on aggregate shape properties, while fatigue life is more influenced by aggregate-binder adhesion.
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References
Nguyen QT, Di Benedetto H, Sauzéat C, Nguyen ML, Hoang TTN (2016) 3D complex modulus tests on bituminous mixture with sinusoidal loadings in tension and/or compression. Mater Struct. https://doi.org/10.1617/s11527-016-0970-x
Forough SA, Moghadas Nejad F, Khodaii A (2014) Comparison of tensile and compressive relaxation modulus of asphalt mixes under various testing conditions. Mater Struct 49(1–2):207–223. https://doi.org/10.1617/s11527-014-0489-y
Lytton RL, Gu F, Zhang Y, Luo X (2017) Characteristics of undamaged asphalt mixtures in tension and compression. Int J Pavement Eng 19(3):192–204. https://doi.org/10.1080/10298436.2017.1279489
Al-Rousan TM (2004) Characterization of aggregate shape properties using a computer automated system (doctoral dissertation). Department of Civil Engineering. Texas A&M University, College Station, TX
Mahmoud E, Gates L, Masad E, Erdogan S, Garboczi E (2010) Comprehensive evaluation of AIMS texture, angularity, and dimension measurements. J Mater Civ Eng 22(4):369–379. https://doi.org/10.1061/(asce)mt.1943-5533.0000033
Diógenes LM, Bessa IS, Branco VTFC, Mahmoud E (2018) The influence of stone crushing processes on aggregate shape properties. Road Mater Pavement Des. https://doi.org/10.1080/14680629.2017.1422792
Ibiapina DS, Castelo Branco VTF, Diógenes LM, Motta LMG, Freitas SM (2018) Proposição de um sistema de classificação das propriedades de forma de agregados caracterizados com o uso do processamento digital de imagens a partir de materiais oriundos do Brasil. Transportes. https://doi.org/10.14295/transportes.v26i4.1510(in Portuguese)
Bessa IS, Branco VTFC, Soares JB, Neto JAN (2015) Aggregate shape properties and their influence on the behavior of hot-mix asphalt. J Mater Civ Eng 27(7):04014212. https://doi.org/10.1061/(asce)mt.1943-5533.0001181
Liu Y, Huang Y, Sun W, Nair H, Lane DS, Wang L (2017) Effect of coarse aggregate morphology on the mechanical properties of stone matrix asphalt. Constr Build Mater 152:48–56. https://doi.org/10.1016/j.conbuildmat.2017.06.062
Lucas Júnior JLO, Babadopulos LFAL, Soares JB (2019) Aggregate–binder adhesiveness assessment and investigation of the influence of morphological and physico-chemical properties of mineral aggregates. Road Mater Pavement Des. https://doi.org/10.1080/14680629.2019.1588773
Valdés-Vidal G, Calabi-Floody A, Miró-Recasens R, Norambuena-Contreras J (2015) Mechanical behavior of asphalt mixtures with different aggregate type. Constr Build Mater 101:474–481. https://doi.org/10.1016/j.conbuildmat.2015.10.050
Hicks RG (1991) Moisture damage in asphalt concrete. National Cooperative Highway Research Program. Synthesis of Highway Practice 175, Transportation Research Board, Washington
Kanitpong K, Bahia HU (2003) Role of adhesion and thin film thickness of asphalt binders in moisture damage of HMA. J Assoc Asph Paving Technol 72:502–528
Bhasin A, Masad E, Little D, Lytton R (2006) Limits on adhesive bond energy for improved resistance of hot mix asphalt to moisture damage. Transp Res Rec 1970:3–13. https://doi.org/10.3141/1970-03
Lucas Júnior JLO, Babadopulos LFAL, Soares JB (2019) Moisture-induced damage resistance, stiffness and fatigue life of asphalt mixtures with different aggregate-binder adhesion properties. Constr Build Mater 216:166–175. https://doi.org/10.1016/j.conbuildmat.2019.04.241
Lucas Júnior JLO, Soares JB (2019) Desenvolvimento de metodologia para avaliação da adesividade agregado-ligante com o uso de processamento digital de imagem. Transportes. https://doi.org/10.14295/transportes.v27i1.1552(in Portuguese)
Alexander M, Mindess S (2005) Aggregates in concrete. Taylor and Francis, New York, p 439
Masad E (2004) Aggregate imaging system (AIMS): basics and applications (report no. FHWA/TX-05/5- 1707-01-1). College Station, TX: Texas Transportation Institute. Retrieved from 28 Aug 2019, http://tti.tamu.edu/documents/5-1707-01-1.pdf
ABNT NBR 15617 (2015) Misturas Asfálticas: Determinação do dano por Umidade Induzida, Associação Brasileira de Normas Técnicas (in Portuguese)
AASHTO T 283 (2014) American Association of State and Highway Transportation Officials: standard method of test for resistance of compacted asphalt mixtures to moisture induced damage
ABNT NBR 15087 (2012) Misturas asfálticas: Determinação da resistência à tração por compressão diametral, Associação Brasileira de Normas Técnicas (in Portuguese)
AASHTO T 342 (2011) Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures. American Association of State Highway and Transportation Officials, Washington, DC
AASHTO TP 107–14 (2016) Standard method of test for determining the damage characteristic curve of asphalt mixtures from direct tension cyclic fatigue tests. American Association of State Highway and Transportation Officials, Washington, DC
Schapery RA (1984) Correspondence principles and a generalized J integral for large deformation and fracture analysis of viscoelastic media. Int J Fract 25(3):195–223
Park SW, Kim YR, Schapery RA (1996) A viscoelastic continuum damage model and its application to uniaxial behavior of asphalt concrete. Mech Mater 24(4):241–255
Chehab GR, Kim YR, Schapery RA, Witczak MW, Bonaquist R (2002) Time-temperature superposition principle for asphalt concrete mixtures with growing damage in tension state. J Assoc Asph Paving Technol AAPT 71:559–593
Nascimento LAH (2016) Apresentação realizada no Departamento de Engenharia de Transportes na Universidade Federal do Ceará. Data: 21/12/2016, Fortaleza-CE
Olard F, Di Benedetto H (2011) General “2S2P1D” model and relation between the linear viscoelastic behaviours of bituminous binders and mixes. Road Mater Pavement Des 4(2):185–224
Terrel RL, Al-Swailmi S (1994) Water sensitivity of asphalt-aggregate mixes: test selection. SHRPA-403, strategic highway research program. National Research Council, Washington, DC
Acknowledgements
This work was financially supported by Foundation for Scientific and Technological Development from State of Ceará (FUNCAP), Brazilian Federal Agency for Support and Evaluation of Graduate Education (CAPES) & National Council for Scientific and Technological Development (CNPq).
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Lucas Júnior, J.L.O., Babadopulos, L.F.A.L. & Soares, J.B. Effect of aggregate shape properties and binder’s adhesiveness to aggregate on results of compression and tension/compression tests on hot mix asphalt. Mater Struct 53, 43 (2020). https://doi.org/10.1617/s11527-020-01472-1
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DOI: https://doi.org/10.1617/s11527-020-01472-1