Abstract

The mechanical behavior of cold recycled asphalt mixtures (CRAM) is influenced by its composition and limited studies have focused on exploration of nonlinear elastic behavior of CRAM. This study evaluates the effect of the nonlinear elastic properties of a CRAM as base course material on pavement structure using KENLAYER and multilayered elastic analysis (análise elástica de múltiplas camadas, or AEMC) simulations. The results indicate that the pavement structure and the active filler type have significant impact on the deflection and stresses within the pavement structure. Besides, considering the CRAM as nonlinear elastic material reduces the horizontal strains within the CRAM layer and the vertical stresses on top of the underlying layer as compared to the linear elastic scenario. Pezo’s model better characterizes the CRAM’s nonlinear elastic behavior compared to other models. Even though a small correspondence was observed between model predicted strain values and in situ measured data, the present study suggests that the higher bearing capacity of the CRAM layer in the nonlinear elastic scenario can lead to an improved pavement load capacity with a thinner structure resulting in lower construction costs.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was financed in part by the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Brasil (CAPES)—Finance Code 001 (Grant No. 33002010055P-9), by Conselho Nacional de Desenvolvimento Científico e Tecnológico (Grant Nos. 309591/2016-3 and 311256/2016-3) and by Agência Nacional de Transportes Terrestres (RDT-FD-7). The authors would also like to acknowledge Copavel Consultoria e Engenharia Ltd. for the availability of the vibratory compactor equipment and foaming machine, and Arteris for the materials used in this study, the construction of the experimental test section, and the assistance with the strain gauges installation and data acquisition.

References

AASHTO. 1999. Determining the resilient modulus of soils and aggregate materials. AASHTO T307. Washington, DC: AASHTO.
Al-Qadi, I. L., A. Loulizi, M. A. Elseifi, and S. Lahouar. 2004. “The Virginia smart road: The impact of pavement instrumentation of understanding pavement performance.” J. Assoc. Asphalt Pavement 73 (3): 427–465.
ANTT (Agência Nacional de Transportes Terrestres). 2019. Desenvolvimento do modelo de deterioração de pavimentos asfálticos com uso de instrumentação e sistema weigh-in-motion: Fase II [Development of an asphalt pavement deterioration model by means of instrumentation and weigh-in-motion system: Phase II]. Rio de Janeiro, Brazil: ANTT.
Asphalt Academy. 2009. Technical guideline: Bitumen stabilised materials. 2nd ed. Pretoria, South Africa: Asphalt Academy.
Asphalt Academy. 2016. “Procedure for compaction of test specimens using the vibratory hammer, laboratory test.” Method 8 (2): 7.
Attia, M., and M. Abdelrahman. 2011. “Effect of state of stress on the resilient modulus of base layer containing reclaimed asphalt pavement.” Road Mater. Pavement 12 (1): 79–97. https://doi.org/10.1080/14680629.2011.9690353.
Bastos, J. B. S. 2013. “Influência da variação da umidade no comportamento de pavimentos da região metropolitana de Fortaleza [Influence of moisture variation on the pavements behavior in the metropolitan region of Fortaleza].” Master’s thesis, Dept. of Transportation Engineering, Universidade Federal do Ceará.
Beja, I. A., D. B. Morais, H. A. Florêncio, J. M. Chaves, I. S. Bessa, L. R. Andrade, K. Vasconcelos, and L. L. B. Bernucci. 2015. “Instrumentação de pavimentos com diferentes estruturas: Análise de tensões, deformações, umidade e temperatura [Instrumentation of pavements with different structures: Analysis of stresses, strains, moisture content and temperature].” [In Portuguese.] In 9º Congresso Brasileiro de Rodovias & Concessões, 1–13.
Cardone, F., A. Grilli, M. Bocci, and A. Graziani. 2015. “Curing and temperature sensitivity of cement-bitumen treated materials.” Int. J. of Pavement Eng. 16 (10): 868–880.
Collings, D., and K. Jenkins. 2011. “The long-term behavior of bitumen stabilized materials (BSMs).” In Proc., 10th Conf. on Asphalt Pavement for Southern Africa, 1–14. Pretoria, South Africa: Dept. of Public Transport Roads and Works.
Diefenderfer, B. K., B. F. Bowers, C. W. Schwartz, A. Farzaneh, and A. Zhang. 2016. “Dynamic modulus of recycled pavement mixtures.” Transp. Res. Rec. 2575 (1): 19–26. https://doi.org/10.3141/2575-03.
DNIT (Departamento Nacional de Infraestrutura de Transportes). 2010. Pavimentação—Solos—Determinação do módulo de resiliência—Método de Ensaio. DNIT-ME 134. Rio de Janeiro, Brazil: DNIT.
Ebels, L. J. 2008. “Characterisation of material properties and behavior of cold bituminous mixtures for road pavements.” Doctorate dissertation, Dept. of Civil Engineering, Stellenbosch Univ.
Franco, F. A. C. P. 2007. “Método de dimensionamento mecanístico-empírico de pavimentos asfálticos—SISPAV [A mechanistic-empiric method for asphalt pavement design].” Doctorate dissertation, Dept. of Civil Engineering, Universidade Federal do Rio de Janeiro.
Fu, P., and J. T. Harvey. 2007. “Temperature sensitivity of foamed asphalt mix stiffness: Field and lab study.” Int. J. Pavement Eng. 8 (2): 137–145. https://doi.org/10.1080/10298430601149486.
Godenzoni, C., A. Graziani, E. Bocci, and M. Bocci. 2017. “The evolution of the mechanical behaviour of cold recycled mixtures stabilised with cement and bitumen: Field and laboratory study.” Road Mater. Pavement 19 (4): 856–877. https://doi.org/10.1080/14680629.2017.1279073.
Gomez-Meijide, B., and I. Perez. 2015. “Nonlinear elastic behavior of bitumen emulsion-stabilized materials with C&D waste aggregates.” Constr. Build. Mater. 98 (Nov): 853–863. https://doi.org/10.1016/j.conbuildmat.2015.07.004.
Guatimosim, F. V., K. Vasconcelos, L. L. B. Bernucci, and K. Jenkins. 2018. “Laboratory and field evaluation of cold recycling mixture with foamed asphalt.” Road Mater. Pavement 19 (2): 385–399. https://doi.org/10.1080/14680629.2016.1261726.
Huang, B., L. N. Mohammad, P. S. Graves, and C. Abadie. 2002. “Louisiana experience with crumb rubber-modified hot-mix asphalt pavement.” Transp. Res. Rec. 1789 (1): 1–13. https://doi.org/10.3141/1789-01.
Huang, Y. H. 2004. Pavement analysis and design. 2nd ed. Englewood Cliffs, NJ: Prentice Hall.
Jenkins, K. J., and M. Yu. 2009. “Cold-recycling techniques using bitumen stabilization: Where is this technology going?” In Proc., Road Pavement Material Characterization and Rehabilitation: Selected papers from the 2009 GeoHunan Int. Conf., 191–200. Reston, VA: ASCE.
Khazanovich, L., and Q. Wang. 2007. “MnLayer: High-performance layered elastic analysis program.” Transp. Res. Rec. 2037 (1): 63–75. https://doi.org/10.3141/2037-06.
Kuchiishi, A. K., C. C. S. Antão, K. Vasconcelos, and L. L. B. Bernucci. 2019a. “Influence of viscoelastic properties of cold recycled asphalt mixtures on pavement response by means of temperature instrumentation.” Supplement, Road Mater. Pavement 20 (S2): S710–S724. https://doi.org/10.1080/14680629.2019.1633781.
Kuchiishi, A. K., C. C. S. Antão, K. Vasconcelos, J. Pires, O. M. O. Araújo, L. L. B. Bernucci, and R. T. Lopes. 2019b. “Investigation of the matric suction role on the curing mechanism of foamed asphalt stabilised mixtures.” Supplement, Road Mater. Pavement 20 (S1): S365–S389. https://doi.org/10.1080/14680629.2019.1589558.
Kuchiishi, A. K., K. Vasconcelos, and L. L. B. Bernucci. 2019c. “Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures.” Int. J. Pavement Eng. 30 (3): 04017293. https://doi.org/10.1080/10298436.2019.1655564.
Kuna, K., G. Airey, and N. Thom. 2018. “Structural design of pavements incorporating foamed bitumen mixtures.” Proc. Inst. Civ. Eng. Constr. Mater 171 (1): 22–35. https://doi.org/10.1680/jcoma.16.00039.
Loizos, A., V. Papavisiliou, and C. Plati. 2012. “Investigating in situ stress-dependent behaviour of foamed asphalt-treated pavement materials.” Road Mater. Pavement 13 (4): 678–690. https://doi.org/10.1080/14680629.2012.742628.
Lopez, R. F., J. Ekblad, and J. Silfwerbrand. 2016. “Resilient properties of binary granular mixtures: A numerical investigation.” Comput. Geotech. 76 (Jun): 222–233. https://doi.org/10.1016/j.compgeo.2016.03.002.
Losa, M., P. Leandri, and M. Cerchiai. 2012. “Improvement of pavement sustainability by the use of crumb rubber modified asphalt concrete for wearing courses.” Int. J. Pavement Res. Tech. 5 (6): 395–404.
Nguyen, B. T., and A. Mohajerani. 2016. “Possible simplified method for the determination of the resilient modulus of unbound granular materials.” Road Mater. Pavement 17 (4): 841–858. https://doi.org/10.1080/14680629.2015.1130162.
Nivedya, M. K., A. Veeraragavan, P. Ravindran, and J. M. Krishnan. 2018. “Investigation on the influence of air voids and active filler on the mechanical response of bitumen stabilized material.” J. Mater. Civ. Eng. 30 (3): 04017293. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001967.
Oke, O. 2010. “A study on the development of guidelines for the production of bitumen emulsion stabilised RAPs for roads in the tropics.” Doctorate dissertation, Dept. of Civil Engineering, Univ. of Nottingham.
Pezo, R. F. 1993. “A general method of reporting resilient modulus tests of soils—A pavement engineer’s point of view.” In Proc., 72nd Annual Meeting of the Transportation Research Board. Washington, DC: Transportation Research Board.
Souza Junior, J. G. 2018. “Aplicação do novo método de dimensionamento de pavimentos asfálticos a trechos de uma rodovia federal [Application of the asphalt pavement new design method in a federal highway].” Master’s thesis, Dept. of Civil Engineering, Universidade Federal do Rio de Janeiro.
Vasconcelos, K., L. L. B. Bernucci, E. Moura, K. Sansonsuge, and J. M. Chaves. 2011. “Caracterização mecânica de misturas asfálticas contínuas e descontínuas com diferentes ligantes asfálticos [Mechanical characterization of dense and gap graded asphalt mixtures with different binders].” [In Portuguese.] In Proc., 7o Congresso Brasileiro de Rodovias e Concessões, 1–9. Foz do Iguaçu, Brazil.
Wirtgen. 2012. Cold recycling technology, 370. 1st ed. Windhagen, Germany: Wirtgen GmbH.
Xiao, F., S. Yao, J. Wang, X. Li, and S. Amirkhanian. 2018. “A literature review on cold recycling technology of asphalt pavement.” Constr. Build. Mater. 180 (Aug): 579–604. https://doi.org/10.1016/j.conbuildmat.2018.06.006.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 10October 2021

History

Received: Oct 2, 2020
Accepted: Mar 4, 2021
Published online: Jul 21, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 21, 2021

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Ph.D. Student, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27607 (corresponding author). ORCID: https://orcid.org/0000-0002-5039-4525. Email: [email protected]
Professor, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. ORCID: https://orcid.org/0000-0003-4305-4829. Email: [email protected]
Undergraduate Student, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. ORCID: https://orcid.org/0000-0002-1419-6281. Email: [email protected]
Gabriel de Souza [email protected]
Undergraduate Student, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. Email: [email protected]
Lucas Rodrigues de Andrade [email protected]
Ph.D. Student, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, Durham, NH 03824. ORCID: https://orcid.org/0000-0001-9788-2246. Email: [email protected]
Full Professor, Dept. of Transportation Engineering, Escola Politécnica da Universidade de São Paulo, São Paulo, SP 05508-010, Brazil. ORCID: https://orcid.org/0000-0002-4768-0993. Email: [email protected]

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  • Performance and assessment of modified cold recycled asphalt emulsion mixture, Road Materials and Pavement Design, 10.1080/14680629.2022.2148183, (1-23), (2022).

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