Complex modulus of cement-bitumen treated materials produced with different reclaimed asphalt gradations

Matériaux et constructions - Tập 55 - Trang 1-15 - 2022
Chiara Mignini1, Fabrizio Cardone1, Andrea Graziani1
1Dipartimento di Ingegneria Civile, Edile e Architettura, Università Politecnica delle Marche, Ancona, Italy

Tóm tắt

The increasing attention over cold recycling technologies as sustainable paving solutions requires a proper characterisation in terms of complex modulus for supporting the pavement design. Among cold recycled materials, cement bitumen treated materials (CBTM) benefit from the presence of both bituminous and cementitious binders. This research aims at characterising the complex modulus of CBTM mixtures produced with three different gradations, modified bitumen emulsion and two types of cement. The complex modulus measurements were modelled considering the usual viscous dissipation behaviour, linked to the bituminous component of the mixtures, along with a time- and temperature-independent dissipation component. The results showed that both the aggregate skeleton and the composition of the fine aggregate matrix affected the rheological behaviour. Furthermore, the role played by the aged binder contained in the reclaimed asphalt aggregate was highlighted by the parameters of the rheological model.

Tài liệu tham khảo

European Commission (2020) Circular economy action plan. doi:https://doi.org/10.2779/717149 Del Carmen Rubio M, Moreno F, Martínez-Echevarría MJ, Martínez G, Vázquez JM (2013) Comparative analysis of emissions from the manufacture and use of hot and half-warm mix asphalt. J Clean Prod. https://doi.org/10.1016/j.jclepro.2012.09.036 D’Angelo J et al (2008) Warm-mix asphalt: European practice. Washington, DC, United States. No. FHWA-PL-08-007 Thenoux G, González Á, Dowling R (2007) Energy consumption comparison for different asphalt pavements rehabilitation techniques used in Chile. Resour Conserv Recycl 49(4):325–339. https://doi.org/10.1016/j.resconrec.2006.02.005 Cross S, Chesner W, Justus H, Kearney E (2011) Life-cycle environmental analysis for evaluation of pavement rehabilitation options. Transp Res Rec. https://doi.org/10.3141/2227-05 Giani MI, Dotelli G, Brandini N, Zampori L (2015) Comparative life cycle assessment of asphalt pavements using reclaimed asphalt, warm mix technology and cold in-place recycling. Resour Conserv Recycl. https://doi.org/10.1016/j.resconrec.2015.08.006 Xiao F, Yao S, Wang J, Li X, Amirkhanian S (2018) A literature review on cold recycling technology of asphalt pavement. Constr Build Mater 180:579–604. https://doi.org/10.1016/j.conbuildmat.2018.06.006 Raschia S, Perraton D, Graziani A, Carter A (2020) Influence of low production temperatures on compactability and mechanical properties of cold recycled mixtures. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2019.117169 Nassar AI, Mohammed MK, Thom N, Parry T (2018) Characterisation of high-performance cold bitumen emulsion mixtures for surface courses. Int J Pavement Eng. https://doi.org/10.1080/10298436.2016.1176165 Bocci M, Grilli A, Cardone F, Graziani A (2011) A study on the mechanical behaviour of cement-bitumen treated materials. Constr Build Mater 25(2):773–778. https://doi.org/10.1016/j.conbuildmat.2010.07.007 Valentin J, Čížková Z, Suda J, Batista F, Mollenhauer K, Simnofske D (2016) Stiffness characterization of cold recycled mixtures. Transp Res Procedia 14:758–767. https://doi.org/10.1016/j.trpro.2016.05.065 Dolzycki B, Jaczewski M, Szydlowski C (2017) The long-term properties of mineral-cement-emulsion mixtures. Constr Build Mater 156:799–808. https://doi.org/10.1016/j.conbuildmat.2017.09.032 Raschia S, Mignini C, Graziani A, Carter A, Perraton D, Vaillancourt M (2019) Effect of gradation on volumetric and mechanical properties of cold recycled mixtures (CRM). Road Mater Pavement Des 20(sup2):S740–S754. https://doi.org/10.1080/14680629.2019.1633754 Zhu C, Zhang H, Huang L, Wei C (2019) Long-term performance and microstructure of asphalt emulsion cold recycled mixture with different gradations. J Clean Prod 215:944–951. https://doi.org/10.1016/j.jclepro.2019.01.103 Mignini C, Virgili A, Graziani A (2022) On the densification of cold recycled asphalt mixtures. J Test Eval. https://doi.org/10.1520/JTE20210306 Xu O, Wang Z, Wang R (2017) Effects of aggregate gradations and binder contents on engineering properties of cement emulsified asphalt mixtures. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2016.12.095 Mignini C, Cardone F, Graziani A (2020) Mechanical behaviour of cold recycled asphalt mixtures for binder courses produced with bitumen emulsion and high strength cement. In: Proceedings of the 9th international conference on maintenance and rehabilitation of pavements—Mairepav9, pp 365–374 Ferrotti G, Grilli A, Mignini C, Graziani A (2020) Comparing the field and laboratory curing behaviour of cold recycled asphalt mixtures for binder courses, pp 12–14. doi:https://doi.org/10.3390/ma13214697 Solaimanian M, Chen X, Tavassoti-Kheiry P, Milander S (2017) Performance of RAP cold mixes with polymer modified emulsions, no. July 2016, pp 1–16 Jiang J, Ni F, Zheng J, Han Y, Zhao X (2020) Improving the high-temperature performance of cold recycled mixtures by polymer-modified asphalt emulsion. Int J Pavement Eng 21(1):41–48. https://doi.org/10.1080/10298436.2018.1435882 Fang X, Garcia A, Winnefeld F, Partl MN, Lura P (2016) Impact of rapid-hardening cements on mechanical properties of cement bitumen emulsion asphalt. Mater Struct Constr 49(1–2):487–498. https://doi.org/10.1617/s11527-014-0512-3 Saadoon T, Gómez-Meijide B, Garcia A (2018) Prediction of water evaporation and stability of cold asphalt mixtures containing different types of cement. Constr Build Mater 186:751–761. https://doi.org/10.1016/j.conbuildmat.2018.07.218 Mignini C, Cardone F, Graziani A (2021) Using fine aggregate matrix mortars to predict the curing behaviour of cement bitumen treated materials produced with different cements. Constr Build Mater 268:121201. https://doi.org/10.1016/j.conbuildmat.2020.121201 Mollenhauer K et al (2020) Deliverable D5—International pavement designs with cold recycled material. Proposal of pavement design procedure including structure catalogue and identification of failure modes for MEPD,” CRABforOERE, CEDR Call, [Online]. Available: https://www.crabforoere.eu/project-reports/ Fedrigo W, Núñez WP, Visser AT (2020) A review of full-depth reclamation of pavements with Portland cement: Brazil and abroad. Constr Build Mater 262:120540. https://doi.org/10.1016/j.conbuildmat.2020.120540 Asphalt Academy, Technical Guideline TG2: Bitumen Stabilised Materials: A Guideline for the Design and Construction of Bitumen Emulsion and Foamed Bitumen Stabilised Materials, 3rd edition. Pretoria, South Africa: Asphalt Academy, 2020. Orosa P, Pérez I, Pasandín AR (2021) Short-term resilient behaviour and its evolution with curing in cold in-place recycled asphalt mixtures. Constr Build Mater 323(April):2022. https://doi.org/10.1016/j.conbuildmat.2022.126559 Redelius P, Östlund JA, Soenen H (2016) Field experience of cold mix asphalt during 15 years. Road Mater Pavement Des 17(1):223–242. https://doi.org/10.1080/14680629.2015.1068702 Day D, Lancaster IM, McKay D (2019) Emulsion cold mix asphalt in the UK: a decade of site and laboratory experience. J. Traffic Transp. Eng. (English Ed.) 6(4):359–365 Raschia S, Perraton D, Di Benedetto H, Lamothe S, Graziani A, Carter A (2021) Visco-elasto-plastic characterization in the small strain domain of cement-bitumen treated materials produced at low temperatures. J Mater Civ Eng 33(4):04021039. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003653 Graziani A, Raschia S, Mignini C, Carter A (2020) Use of fine aggregate matrix to analyze the rheological behavior of cold recycled materials. Mater. Struct. 7:5. https://doi.org/10.1617/s11527-020-01515-7 Mehranfar V, Modarres A (2020) Evaluating the recycled pavement performance and layer moduli at variable temperature by nondestructive tests. Int J Pavement Eng 21(7):817–829. https://doi.org/10.1080/10298436.2018.1511784 Schwartz CW, Diefenderfer BK, Bowers BF (2017) Material properties of cold in-place recycled and full-depth reclamation asphalt concrete Graziani A, Mignini C, Bocci E, Bocci M (2020) Complex modulus testing and rheological modeling of cold-recycled mixtures. J Test Eval 48(1):20180905. https://doi.org/10.1520/jte20180905 Cardone F, Grilli A, Bocci M, Graziani A (2015) Curing and temperature sensitivity of cement-bitumen treated materials. Int J Pavement Eng 16(10):868–880. https://doi.org/10.1080/10298436.2014.966710 Godenzoni C, Graziani A, Perraton D (2017) Complex modulus characterisation of cold-recycled mixtures with foamed bitumen and different contents of reclaimed asphalt. Road Mater Pavement Des 18(1):130–150. https://doi.org/10.1080/14680629.2016.1142467 Gandi A, Carter A, Singh D (2017) Rheological behavior of cold recycled asphalt materials with different contents of recycled asphalt pavements. Innov Infrastruct Solut 2(1):1–9. https://doi.org/10.1007/s41062-017-0094-3 Lin J, Hong J, Xiao Y (2017) Dynamic characteristics of 100% cold recycled asphalt mixture using asphalt emulsion and cement. J Clean Prod. https://doi.org/10.1016/j.jclepro.2017.04.065 Buczyński P, Iwański M (2018) Complex modulus change within the linear viscoelastic region of the mineral-cement mixture with foamed bitumen. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2018.03.214 Graziani A, Godenzoni C, Canestrari F (2019) Experimental characterization of the 3D linear viscoelastic behavior of cold recycled bitumen emulsion mixtures. J Traffic Transp Eng (English Ed). https://doi.org/10.1016/j.jtte.2019.03.001 Kuchiishi AK, Vasconcelos K, Bariani Bernucci LL (2019) Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures. Int J Pavement Eng. https://doi.org/10.1080/10298436.2019.1655564 Autostrade per l’Italia (2013) Norme tecniche di appalto pavimentazioni Provincia Autonoma di Bolzano (2016) Capitolato speciale d’appalto opere stradali Gergesova M, Zupančič B, Saprunov I, Emri I (2011) The closed form t-T-P shifting (CFS) algorithm. J. Rheol. 55(1):1–16. https://doi.org/10.1122/1.3503529 Ferry JD (1980) Viscoelastic properties of polymers Ashmawy AK, Salgado R, Guha S, Drnevich VP (1995) Soil damping and its use in dynamic analyses. In: Third international conferences recent advances in geotechnical earthquake engineering soil dynyamics 1-static dynamics. Eng. Soil Parameters Const. Relations Soils Genta G, Keith RH (2009) Vibration dynamics and control. Noise Control Eng J. https://doi.org/10.3397/1.3110987 Olard F, Di Benedetto H (2003) General ‘2S2P1D’ model and relation between the linear viscoelastic behaviours of bituminous binders and mixes. Road Mater Pavement Des 4(2):185–224. https://doi.org/10.1080/14680629.2003.9689946 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. https://doi.org/10.1016/j.matdes.2016.07.124 Kim YR (2009) Modeling of asphalt concrete