Comparative analysis of strain and stresses obtained through backcalculation and instrumentation of a test track at BR 101 in Pernambuco
DOI:
https://doi.org/10.58922/transportes.v32i2.2949Keywords:
Structural analysis, Strain, Stress, Measuring instruments, BackcalculationAbstract
The need for the develop and improve systems for structural analysis for asphalt pavements has enabled the emergence of new instruments for evaluating mechanical performance. The instrumentation is based on the installation of sensors that make it possible to evaluate the mechanical performance of the structure through stress and strain readings. In asphalt pavement structures, temperature also becomes an important parameter to be evaluated in instrumentation. In this way, the instrumentation provides in-depth analysis of the pavement structure and the development of traffic efforts, as well as the understanding of its pathological manifestations. This research aimed to analyze the structural performance of a restructured section of BR-101 in the city of Recife through pavement instrumentation. Measuring instruments were installed in different layers of the pavement and software was developed to filter and organize the data received through the readings recorded for each vehicle. Finally, the non-destructive structural evaluation was performed using the FWD equipment. The sensors presented longitudinal strain in the order of 290 to 380 με, transverse strain of 270 to 290 με and the vertical stress determined by the strain cells averaged 964 kPa. It is verified that there is a strong influence of temperature on the behavior of the structure. Comparing the mean values obtained in the instrumentation with those calculated by means of backcalculation, similar results were observed between the strains and stresses found. Therefore, the use of pavement instrumentation proved to be an important methodology for analyzing the structural performance of the studied pavement, demonstrating stress and strain values like those found when using other analysis methods.
Downloads
References
Barca, M.A. e S.P. Nogueira (2015) Análise de Técnicas de Conservação de Pavimentos Rodoviários. Projeto (graduação). Rio de Janeiro: Universidade Federal do Rio de Janeiro, Rio de Janeiro, RJ. Disponível em: < https://ubibliorum.ubi.pt/bitstream/10400.6/3491/1/ Lu%C3%ADs%20Almeida.pdf > (acesso em 13/06/2024).
Barriera, M.; S. Pouget; B. Lebental et al. In situ pavement monitoring: a review. Infrastructures, v. 5, n. 2, p. 18, 2020. DOI: 10.3390/ infrastructures5020018. DOI: https://doi.org/10.3390/infrastructures5020018
Bastos, J.B.S. (2016) Considerações sobre a Deformação Permanente de Pavimentos Asfálticos no Dimensionamento Mecanístico- Empírico. Tese (doutorado). Fortaleza: Universidade Federal do Ceará, Fortaleza, CE. Disponível em: < http://repositorio.ufc. br/handle/riufc/23173 > (acesso em 13/06/2024).
Bernucci, L.L.B.; L.M.G. Motta; J.A.P. Ceratti et al. (2022) Pavimentação Asfáltica – Formação Básica Para Engenheiros (2a ed.). Rio de Janeiro: ABEDA. Disponível em: <https://triunfotransbrasiliana.com.br/wp-content/uploads/2022/07/PA-Completo-2022. pdf> (acesso em 13/06/2024).
Ceratti, J.A.P.; L.A.T. Brito; G.B. Colpo et al. (2017) Instrumentação In Situ de um Segmento da BR-116 - Estudo Comparativo do Efeito Laboratório-campo da Fadiga. Relatório Final - Concepa/ANTT. Porto Alegre: Universidade Federal do Rio Grande do Sul.
Coleri, E. e J.T. Harvey (2019) The use of laboratory-measured and strain-gauge backcalculated asphalt stiffness for rutting performance prediction. Transportation Research Record: Journal of the Transportation Research Board, v. 2673, n. 3, p. 323- 333. DOI: 10.1177/0361198119825644. DOI: https://doi.org/10.1177/0361198119825644
Colpo, G.B. (2019) Comportamento à Fadiga de Misturas Asfálticas: Ensaios Laboratoriais e Instrumentação in situ Tese (doutorado). Universidade Federal do Rio Grande do Sul, Porto Alegre, RS, DOI: 10.13140/RG.2.2.23109.27363.
DNER (1996) DNIT 273/1996 - PRO Diretoria de Planejamento e Pesquisa. Determinação de deflexões utilizando deflectrômetro de impacto tipo “Falling Weight Deflectometer (FWD)”. Rio de Janeiro: DNIT.
DNIT (2006) DNIT 031/2006 - ES. Diretoria de Planejamento e Pesquisa. Pavimentos flexíveis - Concreto asfáltico - Especificação de serviço. Rio de Janeiro: DNIT.
DNIT (2008) Projeto de Instrumentação para Medição de Deformação do Pavimento. Florianópolis: Laboratório de Transportes e Logística – LABTRANS/UFSC.
DNIT (2018) DNIT 135/2018 – ME: Pavimentação Asfáltica – Misturas Asfálticas – Determinação do Módulo de Resiliência - Método de Ensaio. Rio de Janeiro: DNIT.
Donev, V.; R.D. Flores; L. Eberhardsteiner et al. (2023) Instrumentation of field-testing sites for dynamic characterization of the temperature-dependent stiffness of pavements and their layers. Structural Control and Health Monitoring, vol. 2023, n. 2, pp. 1-25. DOI: 10.1155/2023/2857660. DOI: https://doi.org/10.1155/2023/2857660
Franco, F. A. C. P. (2007) Método de Dimensionamento Mecanístico-Empírico de Pavimentos Asfálticos – SISPAV. Tese (doutorado). Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia, Universidade Federal do Rio de Janeiro, Rio de Janeiro, RJ. Disponível em: < https://www.oasisbr.ibict.br/vufind/Record/BRCRIS_8bfeed73f11bfb91f08d8eaa5a7ced86 > (acesso em 13/06/2024).
Fritzen, M.A. (2016) Desenvolvimento e Validação de Função de Transferência para Previsão do Dano por Fadiga em Pavimentos Asfálticos. Tese (doutorado). Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia, Universidade Federal do Rio de Janeiro, Rio de Janeiro, RJ. Disponível em: < http://www.coc.ufrj.br/pt/teses-de-doutorado/391-2016/4707-marcos-antonio-fritzen > (acesso em 13/06/2024).
Ghuzlan, K.A.; G.G. Al-Khateeb; A.A. Sharo et al. (2023) Viscoelastic-based finite element rutting predictive models for asphalt pavements, Emergent Materials, v. 6, p. 337-354. DOI: 10.1007/s42247-022-00435-2. DOI: https://doi.org/10.1007/s42247-022-00435-2
Gonçalves, J.F.P. (2002) Tese (doutorado). Universidade Federal do Rio Grande do Sul, Porto Alegre, RS. Disponível em: < https:// lume.ufrgs.br/bitstream/handle/10183/2300/000367657.pdf > (acesso em 13/06/2024).
Nascimento, L.A.H. (2015) Implementation and Validation of the Viscoelastic Continuum Damage Theory for Asphalt Mixture and Pavement Analysis in Brazil.Tese (doutorado). Faculty of North Carolina State University, Raleigh, North Carolina. Disponível em: <https://ui.adsabs.harvard.edu/abs/2015PhDT.......129N/abstract> (acesso em 13/06/2024).
Sanchez, A.S.V. e V.A. Cancian (2012) Características do Whitetopping e seu Emprego nas Rodovias Brasileiras: Um estudo de Revisão. Monografia (graduação). Universidade Paranaense, Toledo, PR. Disponível em: <https://www.confea.org.br/midias/uploads-imce/ Contecc2021/Civil/APLICA%C3%87%C3%83O%20DE%20WHITETOPPING%20PARA%20RECUPERA%C3%87%C3%83O%20 RODOVI%C3%81RIA%20DE%20PAVIMENTOS%20FLEX%C3%8DVEIS.pdf > (acesso em 13/06/2024).
Silva, A.J. (2006) Estudo da Viabilidade de Utilização da Cinza Pesada em Adição ao Concreto Compactado com Rolo (CCR) Destinado a Camada de Base de Pavimentos Híbridos. Dissertação (mestrado). Universidade Federal de Santa Catarina, Florianópolis, SC. Disponível em: < https://rodoviasverdes.ufsc.br/files/2010/03/alexandre.pdf > (acesso em 13/06/2024).
Silva, J.E.G. (2018) Método Nacional de Dimensionamento de Pavimentos - Medina, Avaliação da Duplicação da AL-145. Projeto (graduação). Universidade Federal de Alagoas, Delmiro Gouveia, AL. Disponível em: <https://www.repositorio.ufal.br/bitstream/riufal/4810/1/M%C3%A9todo%20nacional%20de%20dimensionamento%20de%20pavimentos%20-%20medina,%20avalia%C3%A7%C3%A3o%20da%20duplica%C3%A7%C3%A3o%20da%20AL-145. pdf > (acesso em 13/06/2024).
Silva, P. D. E. A. e L. M. G. Motta (1999) Instrumentação da pista circular experimental do IPR/DNER, Transportes, v. 7, n. 2, p. 30-46. DOI: 10.14295/transportes.v7i2.227. DOI: https://doi.org/10.14295/transportes.v7i2.227
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2024 Cacildo de Medeiros Brito Cavalcante, John Kennedy Guedes Rodrigues, Jonny Dantas Patrício, Christian Rafael Ziegler, Paulo Germano Tavares Marinho Filho
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:
- Authors retain copyright and grant TRANSPORTES the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors may enter into separate, additional contractual arrangements for the non-exclusive distribution of this journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in TRANSPORTES.
- Authors are allowed and encouraged to post their work online (e.g., in institutional repositories or on their website) after publication of the article. Authors are encouraged to use links to TRANSPORTES (e.g., DOIs or direct links) when posting the article online, as TRANSPORTES is freely available to all readers.
- Authors have secured all necessary clearances and written permissions to published the work and grant copyright under the terms of this agreement. Furthermore, the authors assume full responsibility for any copyright infringements related to the article, exonerating ANPET and TRANSPORTES of any responsibility regarding copyright infringement.
- Authors assume full responsibility for the contents of the article submitted for review, including all necessary clearances for divulgation of data and results, exonerating ANPET and TRANSPORTES of any responsibility regarding to this aspect.