Considerations On The Analysis Of Permanent Deformation In The New Brazilian Asphalt Pavement Design Method

Authors

  • Paloma Morais de Souza University of São Paulo, São Paulo – Brazil https://orcid.org/0000-0001-7896-0923
  • Fernanda Ligia dos Santos de Oliveira University of São Paulo, São Paulo – Brazil
  • Marcus Vinícius Paula de Lima University of São Paulo, São Paulo – Brazil
  • José Leomar Fernandes Júnior University of São Paulo, São Paulo – Brazil https://orcid.org/0000-0002-0702-4596

DOI:

https://doi.org/10.14295/transportes.v30i2.2715

Keywords:

Permanent deformation, Pavement design, MeDiNa, Flow Number

Abstract

The motivation for this study comes from the technical-scientific advance, which has increased the theoretical bases of the design of pavements over time and, mainly, because the new Brazilian pavement design method (MeDiNa) proposes the use of the Flow Number from uniaxial repeated load test to verify mechanical properties of the asphalt mixture as sufficient to eliminate other tests related to permanent deformation of the asphalt layer. This paper is a literature review with a collection of studies about the design of asphalt mixtures, results of large-scale paving tests, and the evolution of pavement design methods, regarding the understanding of permanent deformation in the asphalt layer. The information collected indicates that the Flow Number is a good (“it is necessary”) parameter for evaluating the behavior of an asphalt mixture regarding permanent deformation, but, for a better evaluation in MeDiNa, it is necessary to carry out other tests (“it is not sufficient”), including large-scale and long-term evaluation tests.

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References

AASHTO. (2008). Mechanistic-Empirical Pavement Design Guide: A manual of practice (Interim Edition ed.). Washington D.C.: American Association of State Highway and Transportation.

AASHTO. (2020). Mechanistic-Empirical Pavement Design Guide: A manual of practice (3 ed.). Washington, D.C.: American Association of State Highway and Transportation.

ABNT. (2016). NBR 16505: Misturas asfálticas – Resistência a deformação permanente utilizando o ensaio uniaxial de carga repetida. Rio de Janeiro: Associação Brasileira de Normas Técnicas.

Ahlvin, R. (1991). Origin of Developments for Structural Design of Pavements: Technical report GL-91-26. Mississippi, USA. Retrieved May 15, 2022, from <http://hdl.handle.net/11681/12787>

Anochie-boateng, J., & J. Maina. (2012). Permanent deformation testing for a new South African mechanistic pavement design method. Construction and Building Materials, 26(1), pp. 541-546. doi: 10.1016/j.conbuildmat.2011.06.055

Balbo, J. T. (2017). Pavimentação asfáltica: materiais, projeto e restauração (1 ed.). São Paulo: Oficina de Textos.

Bastos, J. B. (2017). Considerações sobre a deformação permanente de pavimentos asfálticos no dimensionamento mecanístico-empírico. Thesis (Doctorate Degree), Universidade Federal do Ceará, Centro de Tecnologia, Fortaleza.

Retrieved May 15, 2022, from <http://www.repositorio.ufc.br/bitstream/riufc/23173/1/2016_tese_jbsbastos.pdf>

Brasil. (1985). Lei Nº 7408 de 25 de novembro de 1985. Brasília: Diário Oficial da União. Retrieved May 15, 2022, from <http://www.planalto.gov.br/ccivil_03/leis/l7408.htm>

Brasil. (2021). Medida Provisória Nº1050 de 18 de maio de 2021. Brasília: Diário Oficial da União. Retrieved May 15, 2022, from <https://www.in.gov.br/en/web/dou/-/medida-provisoria-n-1.050-de-18-de-maio-de-2021-320601248>

DNIT. (2018). Norma DNIT 184/2018 - ME: Pavimentação – Misturas asfálticas – Ensaio uniaxial de carga repetida para a determinação da resistência à deformação permanente – Método de ensaio. Rio de Janeiro: Departamento Nacional de Infraestrutura de Transportes. Retrieved May 15, 2022, from <https://www.gov.br/dnit/pt-br/assuntos/planejamento-e-pesquisa/ipr/coletanea-de-normas/coletanea-de-normas/metodo-de-ensaio-me/dnit_184_2018_me-1.pdf>

Franco, F. C., & L. M. G. Motta. (2020). Execução de estudos e pesquisa para a elaboração de método mecanístico-empírico de dimensionamento de pavimentos asfálticos - Manual de utilização MeDiNa. (IPR, Ed.) Rio de Janeiro: Departamento Nacional de Infraestrutura de Transportes. Retrieved May 15, 2022, from <https://www.gov.br/dnit/pt-br/assuntos/planejamento-e-pesquisa/ipr/medina/medina-1-1-4-manual-de-utilizacao.pdf>

Nascimento, A. H. (2008). Nova abordagem da dosagem de misturas asfálticas densas com uso do compactador giratório e foco na deformação permanente. Thesis (Master's Degree), Universidade Federal do Rio de Janeiro, COPPE, Rio de Janeiro. Retrieved May 15, 2022, from <http://objdig.ufrj.br/60/teses/coppe_m/LuisAlbertoHerrmannDoNascimento.pdf>

HBR. (1954). The WASHO Road Test, part 1: Design, construction, and testing procedures. Special Report 18. Washington, D.C.: Highway Research Board. Retrieved May 15, 2022, from <https://onlinepubs.trb.org/Onlinepubs/sr/sr18.pdf>

HBR. (1955). The WASHO Road Test, part 2: Test data, Analyses, Findings (Special Report 22). Washington, D.C.: Highway Research Board. Retrieved May 15, 2022, from <https://onlinepubs.trb.org/Onlinepubs/sr/sr22.pdf>

HBR. (1962). The AASHO Road Test. Report 7. Summary Report. Special Report 61G. Washington, D. C.: Highway Research Board. Retrieved May 15, 2022, from <https://onlinepubs.trb.org/Onlinepubs/sr/sr61g/61g.pdf>

Huang, Y. H. (2004). Pavement analysis and design (2 ed.). New Jersey: Pearson/Prentice Hall Upper Saddle River.

Huber, G. (2013a). History of asphalt mix design in North America, Part 1: From Hubbard to Marshall. Asphalt, 28(1), 15-20. Retrieved May 15, 2022, from <http://asphaltmagazine.com/history-of-asphalt-mix-design-in-north-america-part-1/>

Huber, G. (2013b). History of asphalt mix design in North America, Part 2: Superpave. Asphalt, 28(2), 25-29. Retrieved May 15, 2022, from <http://23.20.20.129/history-of-asphalt-mix-design-in-north-america-part-2/>

Moura, E. (2010). Estudo de deformação permanente em trilha de roda de misturas asfálticas em pista e em laboratório. Thesis (Doctorate Degree), Universidade de São Paulo, Escola Politécnica, São Paulo. doi: 10.11606/T.3.2010.tde-17082010-094223

O’flaherty, C., & Hughes, D. (2015). Highways: The location, design, construction, and maintenance of road pavements (5 ed.). London, UK: ICE Publishing.

Roberts, F. L.; P. S. Kandhal; E. Brown; D. Y. Lee & T.W. Kenedy. (1991). Hot mix asphalt materials, mixture design, and construction (1 ed.). Maryland, USA: National Asphalt Pavement Association Research and Education Foundation.

Soares, J. (2020). Reflexões sobre um programa de pesquisa científica para a infraestrutura viária do Brasil. Transportes, 28(5), pp. 154-168. doi: 10.14295/transportes.v28i5.2174

Sousa, J. B.; J. Craus & C. L. Monismith. (1991). Summary report on permanent deformation in asphalt concrete. National Research Council, SHRP, Washington, D.C. Retrieved May 15, 2022, from <https://onlinepubs.trb.org/onlinepubs/shrp/SHRP-A-318.pdf>

Souza, P. M. (2022). Revisão Sistemática Múltipla para o desenvolvimento do Método de Dimensionamento Nacional (MeDiNa) quanto à deformação permanente da camada de revestimento asfáltico. Thesis (Master's Degree), Universidade de São Paulo, Escola de Engenharia de São Carlos, São Carlos. doi: 10.11606/D.18.2021.tde-23052022-142851

Thompson, M. (2002). Mechanistic-empirical flexible pavement design: An overview. Transportation Research Record, 1539(1), pp. 1-5. doi: 10.1177/0361198196153900101

TRB. (2002). Recommended performance-related specification for hot-mix asphalt construction: Results of the WesTrack project (Report 455). NCHRP. Washington, D.C.: Transportation Research Board. Retrieved May 15, 2022, from <https://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_455a.pdf>

TRB. (2006a). Strategic Highway Research Program (Special Report 260). Washington, D.C.: Transportation Research Board. Retrieved May 15, 2022, from: <https://trb.org/publications/sr/sr260.pdf>

TRB. (2006b). Simple Performance Tests: Summary of Recommended Methods and Database (Report 547). Washington D.C.: Transportation Research Board. doi: 10.17226/13949

TRB. (2011). A Manual for Design of Hot Mix Asphalt with Commentary (Vol. 673). Washington D.C.: National Academies of Science.

TRB. (2012). Calibration of rutting models for structural and mix design (Vol. 719). Washington, D.C.: Transportation Research Board. doi:DOI: 10.17226/22781

Waseem, A. (2013). Methodology Development and Local Calibration of MEPDG Permanent Deformation: Models for Ontario’s Flexible Pavements. Thesis (Doctorate Degree), Ryerson University, Canada. Acesso em 15 de May de 2022, disponível em <https://rshare.library.ryerson.ca/articles/thesis/Methodology_development_and_local_calibration_of_MEPDG_permanent_deformation_models_for_Ontario_s_flexible_pavements_/14653359>

Witczak, M. W.; T. K. Pellinen & M. El-Basyouny. (2002). Pursuit of the simple performance test for asphalt concrete fracture/cracking. Journal of the Association of Asphalt Paving Technologists. 71. Colorado Springs, Colorado - USA: Association of Asphalt Paving Technologists.

Witczak, M., & M. El-Basyouny. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures – Final report - Appendix GG-1: Calibration of Permanent Deformation Models for Flexible Pavements. NCHRP. Champaign, Illinois - USA: Transportation Research Board. Retrieved May 15, 2022, from <https://onlinepubs.trb.org/onlinepubs/archive/mepdg/2appendices_gg.pdf>

Imagem da capa, volume 30, número 2

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Published

2022-08-31

How to Cite

Morais de Souza, P. ., dos Santos de Oliveira, F. L. ., Paula de Lima, M. V. ., & Fernandes Júnior, J. L. . (2022). Considerations On The Analysis Of Permanent Deformation In The New Brazilian Asphalt Pavement Design Method. TRANSPORTES, 30(2), 2715. https://doi.org/10.14295/transportes.v30i2.2715

Issue

Vol. 30 No. 2 (2022)

Section

Artigos

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Copyright (c) 2022 Paloma Morais de Souza, Fernanda Ligia dos Santos de Oliveira, Marcus Vinícius Paula de Lima, José Leomar Fernandes Júnior

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