Effect of temperature curing on cracking resistance of cold recycled asphalt mixture
Email:
nguyenngoclan@utc.edu.vn
Keywords:
Asphalt emulsion, Cold recycled, Failure energy, Cracking tolerance index, Tensile strength.
Abstract
Among the current asphalt concrete technologies, the cold recycled asphalt technology with bitumen emulsion and cement can be considered as the lowest energy consumption technology solution because the component materials do not have to be heated during manufacturing. With cold recycled asphalt mixes using bitumen emulsion and cement additives, the stiffness of mixture is dependent on curing time and temperature. This paper presents the results of an experimental research to evaluate the effect of curing temperature on the crack resistance of cold recycled asphalt mixture. The results show that the tensile strength, failure energy, the absolute value of the post-peak slope and the cracking tolerance index increased by 3034.7%, 268.3%, 252.4%, and 26.3% when the sample curing temperature increased from 25oC to 60oC, respectively. This result contributes will suggest a appropriate curing temperature to increase the crack resistance of cold recycled asphalt concrete.References
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[19]. S. Du, Effect of curing conditions on properties of cement asphalt emulsion mixture, Constr. Build. Mater., 164 (2018) 84–93. https://doi: 10.1016/J.CONBUILDMAT.2017.12.179
[20]. A. García, P. Lura, M. N. Partl, I. Jerjen, Influence of cement content and environmental humidity on asphalt emulsion and cement composites performance, Mater. Struct. Constr., 46 (2013) 1275–1289. https://doi: 10.1617/S11527-012-9971-6
[21]. N. B. Christopher, J. Hedges, Lori L. Sundstrom, Tanya Zwahlen, S. L. Campbell, E. P. Delaney, Practice and Performance of Cold In-Place Recycling and Cold Central Plant Recycling, NCHRP Synthesis Report, 569 (2021). https://doi: 10.17226/26319
[22]. Y. Yang, Y. Yang, B. Qian, Performance and microstructure of cold recycled mixes using asphalt emulsion with different contents of cement, Materials (Basel)., 12 (2019). https://doi: 10.3390/MA12162548
[23]. S. Im, S. Sebesta, Y. Rew, Methods of Rehabilitating Pavements with Moisture Damaged Asphalt Layers: Technical Report, Research Report FHWA/TX-18/0-0626-R1. Texas A&M Transportation Institute, 2018.
[24]. AASHTO PP86, Standard Practice for Emulsified Asphalt Content of Cold Recycled Mixture Designs, Am. Assoc. State Highw. Transp. Off., 2019, pp. 3–10.
[25]. Recommended Mix Design Guidelines For Cold Recycling Using Emulsified Asphalt Recycling Agent CR201, Asph. Recycl. Reclaiming Assoc. Glen Ellyn, 2016.
[2]. B. Lane, T. Kazmierowski, Implementation of Cold In-Place Recycling with Expanded Asphalt Technology in Canada., J. Transp. Res. Board, 1905 (2005) 17–24. https://doi: 10.1177/0361198105190500102
[3]. A. Buss, M. G. Mercado, S. Schram, Long-Term Evaluation of Cold-in-Place Recycling and Factors Influencing Performance, J. Perform. Constr. Facil., 31 (2017) 04016111. https://doi: 10.1061/(ASCE)CF.1943-5509.0000985
[4]. B. Gómez-Meijide, I. Pérez, A. R. Pasandín, Recycled construction and demolition waste in Cold Asphalt Mixtures: Evolutionary properties, J. Clean. Prod., 112 (2016) 588–598. https://doi: 10.1016/J.JCLEPRO.2015.08.038
[5]. B. C. Cox, I. L. Howard, Cold In-Place Recycling Characterization for Single-Component or Multiple-Component Binder Systems, J. Mater. Civ. Eng., 28 (2016) 04016118. https://doi: 10.1061/(ASCE)MT.1943-5533.0001621
[6]. W. Ma, R. West, N. Trail, N. Moore, Optimising water content in cold recycled foamed asphalt mixtures, Road Mater. Pavement Des., 86 (2017) 73–102. https://doi: 10.1080/14680629.2017.1389088
[7]. Y. Wang, Z. Leng, X. Li, C. Hu, Cold recycling of reclaimed asphalt pavement towards improved engineering performance, J. Clean. Prod., 171 (2018) 1031–1038. https://doi: 10.1016/J.JCLEPRO.2017.10.132
[8]. K. Khweir, D. Fordyce, D. Strickland, J. Read, Effect of curing time on the performance of cold asphaltic mixtures, Proc. 3rd Eurasphalt Eurobitume Congr. , Vienna, Austria, 1 (2004) 460–465. https://trid.trb.org/view/743787
[9]. B. Gómez-Meijide, I. Pérez, A proposed methodology for the global study of the mechanical properties of cold asphalt mixtures, J. Material and Design, 57 (2014) 520–527. https://doi: 10.1016/J.MATDES.2013.12.079
[10]. C. P. Marais, M. I. Tait, Pavements with bitumen emulsion treated bases: proposed material specifications, mix design criteria and structural design procedures for Southern African conditions, 5th Conference on Asphalt Pavements for Southern Africa (Capsa 89). Proceedings held in Swaziland, 1989. https://trid.trb.org/view/354466
[11]. J. P. Serfass, J. P. Henrat, X. Carbonneau, Evaluation of cold mixes performance in the short and long term, Proceedings of the 3rd Eurasphalt and Eurobitume Congress, Vienna, Austria, 2004. https://trid.trb.org/view/743787
[12]. T. A. Doyle, C. McNally, A. Gibney, A. Tabaković, Developing maturity methods for the assessment of cold-mix bituminous materials, Constr. Build. Mater., 38 (2013) 524–529. https://doi: 10.1016/J.CONBUILDMAT.2012.09.008
[13]. F. Cardone, A. Grilli, M. Bocci, A. Graziani, Curing and temperature sensitivity of cement-bitumen treated materials, Int. J. Pavement Eng., 16 (2015) 868–880. https://doi: 10.1080/10298436.2014.966710
[14]. M. Bocci, A. Grilli, F. Cardone, A. Graziani, A study on the mechanical behaviour of cement–bitumen treated materials, J. Constr. Build. Mater., 25 (2011) 773–778. https://doi: 10.1016/J.CONBUILDMAT.2010.07.007
[15]. Asphalt Academy, Technical Guideline: Bitumen Stabilised Materials, 2 (2009) 136.
[16]. P. Jenkins, K.J., Moloto, Updating Bituminous Stabilized Materials Guidelines: Mix Des. Report, PhaseII—Curing Protoc. Improv. Tech. Memo. Task 7, Jones Edmunds Gainesville, FL, USA, 2008.
[17]. A. Kavussi, A. Modarres, A model for resilient modulus determination of recycled mixes with bitumen emulsion and cement from ITS testing results, J. Constr. Build. Mater., 24 (2010) 2252–2259. https://doi: 10.1016/J.CONBUILDMAT.2010.04.031
[18]. A. Graziani, C. Godenzoni, F. Cardone, M. Bocci, Effect of curing on the physical and mechanical properties of cold-recycled bituminous mixtures, Mater. Des., 95 (2016) 358–369. https://doi: 10.1016/J.MATDES.2016.01.094
[19]. S. Du, Effect of curing conditions on properties of cement asphalt emulsion mixture, Constr. Build. Mater., 164 (2018) 84–93. https://doi: 10.1016/J.CONBUILDMAT.2017.12.179
[20]. A. García, P. Lura, M. N. Partl, I. Jerjen, Influence of cement content and environmental humidity on asphalt emulsion and cement composites performance, Mater. Struct. Constr., 46 (2013) 1275–1289. https://doi: 10.1617/S11527-012-9971-6
[21]. N. B. Christopher, J. Hedges, Lori L. Sundstrom, Tanya Zwahlen, S. L. Campbell, E. P. Delaney, Practice and Performance of Cold In-Place Recycling and Cold Central Plant Recycling, NCHRP Synthesis Report, 569 (2021). https://doi: 10.17226/26319
[22]. Y. Yang, Y. Yang, B. Qian, Performance and microstructure of cold recycled mixes using asphalt emulsion with different contents of cement, Materials (Basel)., 12 (2019). https://doi: 10.3390/MA12162548
[23]. S. Im, S. Sebesta, Y. Rew, Methods of Rehabilitating Pavements with Moisture Damaged Asphalt Layers: Technical Report, Research Report FHWA/TX-18/0-0626-R1. Texas A&M Transportation Institute, 2018.
[24]. AASHTO PP86, Standard Practice for Emulsified Asphalt Content of Cold Recycled Mixture Designs, Am. Assoc. State Highw. Transp. Off., 2019, pp. 3–10.
[25]. Recommended Mix Design Guidelines For Cold Recycling Using Emulsified Asphalt Recycling Agent CR201, Asph. Recycl. Reclaiming Assoc. Glen Ellyn, 2016.
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Received
01/03/2022
Revised
03/04/2022
Accepted
10/04/2022
Published
15/04/2022
Type
Research Article
How to Cite
Nguyễn Ngọc, L., Nguyễn Quang, P., Nguyễn Thị Mi, T., & Phạm Thị Thanh, T. (1649955600). Effect of temperature curing on cracking resistance of cold recycled asphalt mixture . Transport and Communications Science Journal, 73(3), 288-299. https://doi.org/10.47869/tcsj.73.3.7
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