Laboratorial evaluation of the bond condition between granular base and asphalt concrete

Authors

  • Renan Gustavo Scherer Federal University of Santa Maria, Rio Grande do Sul – Brazil
  • Deividi da Silva Pereira Federal University of Santa Maria, Rio Grande do Sul – Brazil
  • Luciano Pivoto Specht Federal University of Santa Maria, Rio Grande do Sul – Brazil
  • Lucas Dotto Bueno Federal University of Santa Maria, Rio Grande do Sul – Brazil

DOI:

https://doi.org/10.14295/transportes.v30i3.2725

Keywords:

Bonding between layers, Interface shear, Paving

Abstract

The bond condition between the aggregate base and the asphalt concrete is a factor that has significantly influence on the calculation of stresses, strains and displacements in its interior, therefore impacting its dimensioning. This article aims to experimentally evaluate the bond condition between these layers, by means of tests that investigated the interface shear, also verifying the influence of temperature, normal stress and different treatments of this interface. For this, the test presented in Scherer et al. (2020) was used, with which it is possible to evaluate the shear strength at the interface with normal stress actuation using a test apparatus coupled to a universal testing machine. The results obtained demonstrated that the temperature, the normal stress, and the treatment performed at the interface are correlated with shear strength and shear reaction modulus. Also, that the values of these are higher when applying of prime coat plus tack coat, at low temperatures and with high normal stress. For the conditions studied in this research, considering the reference values for the shear reaction modulus found in the international literature, the indication that the unbonded interface condition is the one that best represents the possible field condition was obtained.

Downloads

Download data is not yet available.

References

ABNT: Associação Brasileira de Normas Técnicas (2016) NBR 15619: Determinação da densidade máxima teórica e da massa específica máxima teórica em amostras não compactadas. Rio de Janeiro: ABNT, 7 p.

Bae, A.; Mohammad, L. N.; Elseifi, J. B.; Patel, N. (2010) Effects of temperature on interface shear strength of emulsified tack coat and its relationship to rheological properties. Transport Research Record: Journal of the Transportation Research Board, n. 2180, p. 102–109. DOI: 10.3141/2180-12 DOI: https://doi.org/10.3141/2180-12

Canestrari, F.; Ferrotti, G.; Partl, M. N.; Santagata, E. (2005) Advanced Testing and Characterization of Interlayer Shear Resistance. Transportation Research Record: Journal of the Transportation Research Board, No. 1929, Transportation Research Board of the National Academies, Washington, D.C., pp. 69–78. DOI https://doi.org/10.3141/1929-09 DOI: https://doi.org/10.1177/0361198105192900109

Canestrari, F.; G. Ferrotti; L. Xiaohu; A. Millien; M. N. Partl; C. Petit; A. Phelipot-Mardelé; H. Piber e C. Raab (2013) Mechanical Testing of Interlayer Bonding in Asphalt Pavements. In Partl, M. N.; U. B. Hussain; F. Canestrari.; C. De La Rroche; H. Di Benedetto; H. Piber e D. Sybilski. Advances in Interlaboratory Testing and Evaluation of Bituminous Materials, Cap. 6, RILEM, 2013. DOI 10.1007/978-94-007-5104-0_6 DOI: https://doi.org/10.1007/978-94-007-5104-0_6

Cohen, J. (1988). Statistical Power Analysis for the Behavioral Sciences. Hillsdale, NJ, Erlbaum.

DAER: Departamento Autônomo de Estradas de Rodagem (1998) Especificações Gerais, Porto Alegre.

DAER: Departamento Autônomo de Estradas de Rodagem (2001) Manual de Ensaios. Vol II, Porto Alegre.

Guimarães, P. A. (2013) Estudo da Aderência Entre Camadas Asfálticas de Pavimentos. 189 p. Dissertação (Mestrado em Enge-nharia Civil) - Escola Politécnica da Universidade de São Paulo, Universidade de São Paulo, São Paulo.

Hariyadi, E. S.; Aurum, K. P.; Subagio, B. S. (2013) Theoretical Study of Bonding Condition at the Interface between Asphalt Pave-ment Layers. Proceedings of the Eastern Asia Society for Transportation Studies, Vol.9. DOI: https://doi.org/10.11175/easts.10.1590

Kruntcheva, M. R.; Collop, A. C.; Thom, N. H. (2005) Effect of Bond Condition on Flexible Pavement Performance. Journal of Trans-portation Engineering, ASCE, Vol. 131, No. 11. DOI http://dx.doi.org/10.1061/(ASCE)0733-947X(2005)131:11(880) DOI: https://doi.org/10.1061/(ASCE)0733-947X(2005)131:11(880)

Pavi, D. R. (2019) Identificação de Fatores Construtivos que Contribuem para o Aumento da Irregularidade Longitudinal a partir do Monitoramento de Implantação e Restauração de Trechos Rodoviários. 328 p. Dissertação (Mestrado em Engenharia Civil) – Programa de Pós-Graduação em Engenharia Civil, Universidade Federal de Santa Maria, Santa Maria, RS.

Petit, C.; Chabot, A.; Destre, A.; Raab, C. (2018) Recommendation of rilem tc 241-mcd on interface debonding testing in pavements. Materials and Structures 51. no. 4, 96. DOI: https://doi.org/10.1617/s11527-018-1223-y DOI: https://doi.org/10.1617/s11527-018-1223-y

Raab, C.; Partl, M. N. (2009) Interlayer bonding of binder, base and subbase layers of asphalt pavements: long-term performance. Construction and Building Materials. 23(8), 2926–2931. DOI https://doi.org/10.1016/j.conbuildmat.2009.02.025 DOI: https://doi.org/10.1016/j.conbuildmat.2009.02.025

Raposeiras, A. C.; Castro-Fresno, D.; Vega-Zamanillo, A.; Rodriguéz-Hernandez, J. (2013) Test methods and influential factors for analysis of bonding between bituminous pavement layers. Construction and Building Materials, Vol. 43, Jun, p. 372–381. DOI https://doi.org/10.1016/j.conbuildmat.2013.02.011 DOI: https://doi.org/10.1016/j.conbuildmat.2013.02.011

Rocha, M. L. Marques, G. L. O.; Silva, R. C.; Motta, L. M. G. (2021) Influence of bonding condition between layers on overlay design of flexible pavements. Transportes, v. 29, n. 2, p. 1-17. DOI:10.14295/transportes.v29i2.2419 DOI: https://doi.org/10.14295/transportes.v29i2.2419

Santos, A. G.; Assis, R. K. M.; Fernandes Jr., J. L. (2017) Influência da Condição de Interface das Camadas na Previsão de Desempe-nho de Pavimentos Flexíveis. Anais XXXI ANPET, XXX Congresso Nacional de Pesquisa em Transportes ANPET, Recife, 2017.

Scherer, R. G. (2018) Estudo da Influência da Condição de Aderência Entre Camadas de Pavimentos Em Seu Comportamento Mecânico. 170 p. Dissertação (Mestrado em Engenharia Civil) – Programa de Pós-Graduação em Engenharia Civil, Universida-de Federal de Santa Maria, Santa Maria, RS.

Scherer, R. G., Bueno, L. D., Pereira, D. S., Specht, L. P., Trindade, G. S. (2016) Influência da Aderência entre Camadas no Desempe-nho Esperado de Pavimentos Asfálticos. Anais XXX ANPET, XXX Congresso Nacional de Pesquisa em Transportes ANPET. Rio de Janeiro, RJ.

Scherer, R. G.; Pereira, D. S.; Druzian, E. L.; Faccin, C.; Specht, L. P. (2020) Ensaio de Cisalhamento de Interface com Vistas à Cama-das De Pavimentos. Transportes, V. 28, n.5, p. 21-35. DOI 10.14295/transportes.v28i4.1878 DOI: https://doi.org/10.14295/transportes.v28i1.1878

Sholar, G. A.; Page, G. C.; Musselman, J. A.; Upshaw, P. B.; Moseley, H. L. (2002) Preliminary investigation of a test method to evalu-ate bond strength of bituminous tack coats. Gainesville, Florida: Department of Transport, Research Report FL/DOT/SMO/02-459.

Tayebali, A. A.; Rahman, M. S.; Kulkarni, M. B.; Xu, Q. (2004) A mechanistic approach to evaluate contribution of prime and tack coat in composite asphalt pavements. Raleigh, Carolina do Norte: North Carolina State University Research Report.

Torquato e Silva, S. A. (2017) Modelagem Mecanístico-Empírica da Interface Revestimento Asfáltico-Base Granular. 101 p. Disser-tação (Mestrado em Engenharia de Transportes) – Programa de Pós-Graduação em Engenharia de Transportes, Universidade Federal do Ceará, Fortaleza, CE.

Torquato e Silva, S. A. T., Bastos, J. B. S., Soares, J. B. (2015) Influência da Aderência na Análise de Pavimentos Asfálticos. 44º Reu-nião Anual de Pavimentação. Foz do Iguaçu, PR.

Torquato e Silva, S. A.; Scherer, R. G.; Soares, J. B.; Pereira, D. S.; Specht, L. P. (2020) A Thermal Nonlinear Approach for Mechanistic Empirical Modeling of Asphalt-Granular Base Layers Interface. Journal of Testing and Evaluation 48, no. 1 (Janu-ary/February): 223–234. DOI https://doi.org/10.1520/JTE20180931 DOI: https://doi.org/10.1520/JTE20180931

Torquato e Silva, S. A.; Soares, J. B.; Barroso, S. H. A. (2018) Modelagem Constitutiva e Caracterização Empírica da Interface Reves-timento Asfáltico-Base Granular. Transportes, v. 26, n. 2, p. 180-190. DOI 10.14295/transportes.v26i2.1661 DOI: https://doi.org/10.14295/transportes.v26i2.1661

Uzan, J.; Livneh, M.; Eshed, Y. (1978) Investigation of Adhesion Properties Between Asphaltic Concrete Layers. Proceedings of Asphalt Paving Technology, Vol. 47, pp. 495–521.

West, R. C.; Zhang, J.; Moore, J. (2005) Evaluation of bond strength between pavement layers. Auburn, Alabama: National Centre for Asphalt Technology, Report No. 05–08, 2005.

Imagem da capa, volume 30, número 3

Downloads

Published

2022-10-27

How to Cite

Scherer, R. G. ., da Silva Pereira, D. ., Pivoto Specht, L. ., & Dotto Bueno, L. . (2022). Laboratorial evaluation of the bond condition between granular base and asphalt concrete. Transportes, 30(3), 2725. https://doi.org/10.14295/transportes.v30i3.2725

Issue

Vol. 30 No. 3 (2022)

Section

Articles

License

Copyright (c) 2022 Renan Gustavo Scherer, Deividi da Silva Pereira, Luciano Pivoto Specht, Lucas Dotto Bueno

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Authors who submit papers for publication by TRANSPORTES agree to the following terms:

  1. The authors retain the copyright and grant Transportes the right of first publication of the manuscript, without any financial charge, and waive any other remuneration for its publication by ANPET.
  2. Upon publication by Transportes, the manuscript is automatically licensed under the Creative Commons License CC BY 4.0 license. This license permits the work to be shared with proper attribution to the authors and its original publication in this journal.
  3. Authors are authorized to enter into additional separate contracts for the non-exclusive distribution of the version of the manuscript published in this journal (e.g., publishing in an institutional repository or as a book chapter), with recognition of the initial publication in this journal, provided that such a contract does not imply an endorsement of the content of the manuscript or the new medium by ANPET.
  4. Authors are permitted and encouraged to publish and distribute their work online (e.g., in institutional repositories or on their personal websites) after the editorial process is complete. As Transportes provides open access to all published issues, authors are encouraged to use links to the DOI of their article in these cases.
  5. Authors guarantee that they have obtained the necessary authorization from their employers for the transfer of rights under this agreement, if these employers hold any copyright over the manuscript. Additionally, authors assume all responsibility for any copyright infringements by these employers, releasing ANPET and Transportes from any responsibility in this regard.
  6. Authors assume full responsibility for the content of the manuscript, including the necessary and appropriate authorizations for the disclosure of collected data and obtained results, releasing ANPET and Transportes from any responsibility in this regard.