Performance of asphalt rubber mixture overlays to mitigate reflective cracking
Autor(a) principal: | |
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Data de Publicação: | 2022 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/1822/79800 |
Resumo: | Adequately predicting overlay behaviour is essential for flexible pavement rehabilitation to reach the predicted lifespan. Reflective cracking is one of the main failure mechanisms affecting overlay performance. This failure may occur due to cracks in the lower layers that propagate to the overlay due to traffic loads, temperature variations, shrinkage cracking of cement-treated layers, and subgrade movements. This work aims to assess the reflective cracking phenomenon of asphalt rubber mixtures as an overlay through laboratory tests and numerical simulation. Four-point bending equipment and the reflective crack device were used to perform the laboratory tests. A numerical simulation through the finite element method was accomplished to estimate the von Mises strain and develop reflective cracking fatigue laws. The results showed that the asphalt rubber mixtures are suitable for extending overlay lifespan considering reflective cracking. The evaluated asphalt rubber mixtures presented reflective cracking resistance almost eight times greater than the conventional ones. |
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Performance of asphalt rubber mixture overlays to mitigate reflective crackingAsphalt rubberReflective crackingNumerical simulationScience & TechnologyAdequately predicting overlay behaviour is essential for flexible pavement rehabilitation to reach the predicted lifespan. Reflective cracking is one of the main failure mechanisms affecting overlay performance. This failure may occur due to cracks in the lower layers that propagate to the overlay due to traffic loads, temperature variations, shrinkage cracking of cement-treated layers, and subgrade movements. This work aims to assess the reflective cracking phenomenon of asphalt rubber mixtures as an overlay through laboratory tests and numerical simulation. Four-point bending equipment and the reflective crack device were used to perform the laboratory tests. A numerical simulation through the finite element method was accomplished to estimate the von Mises strain and develop reflective cracking fatigue laws. The results showed that the asphalt rubber mixtures are suitable for extending overlay lifespan considering reflective cracking. The evaluated asphalt rubber mixtures presented reflective cracking resistance almost eight times greater than the conventional ones.Multidisciplinary Digital Publishing Institute (MDPI)Universidade do MinhoThives, Liseane PadilhaPais, Jorge C.Pereira, Paulo A. A.Minhoto, Manuel C.Trichês, Glicério2022-03-232022-03-23T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/79800engThives, L.P.; Pais, J.C.; Pereira, P.A.A.; Minhoto, M.C.; Trichês, G. Performance of Asphalt Rubber Mixture Overlays to Mitigate Reflective Cracking. Materials 2022, 15, 2375. https://doi.org/10.3390/ma150723751996-194410.3390/ma150723752375https://www.mdpi.com/1996-1944/15/7/2375info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:28:58Zoai:repositorium.sdum.uminho.pt:1822/79800Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:23:52.239227Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
title |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
spellingShingle |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking Thives, Liseane Padilha Asphalt rubber Reflective cracking Numerical simulation Science & Technology |
title_short |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
title_full |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
title_fullStr |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
title_full_unstemmed |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
title_sort |
Performance of asphalt rubber mixture overlays to mitigate reflective cracking |
author |
Thives, Liseane Padilha |
author_facet |
Thives, Liseane Padilha Pais, Jorge C. Pereira, Paulo A. A. Minhoto, Manuel C. Trichês, Glicério |
author_role |
author |
author2 |
Pais, Jorge C. Pereira, Paulo A. A. Minhoto, Manuel C. Trichês, Glicério |
author2_role |
author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Thives, Liseane Padilha Pais, Jorge C. Pereira, Paulo A. A. Minhoto, Manuel C. Trichês, Glicério |
dc.subject.por.fl_str_mv |
Asphalt rubber Reflective cracking Numerical simulation Science & Technology |
topic |
Asphalt rubber Reflective cracking Numerical simulation Science & Technology |
description |
Adequately predicting overlay behaviour is essential for flexible pavement rehabilitation to reach the predicted lifespan. Reflective cracking is one of the main failure mechanisms affecting overlay performance. This failure may occur due to cracks in the lower layers that propagate to the overlay due to traffic loads, temperature variations, shrinkage cracking of cement-treated layers, and subgrade movements. This work aims to assess the reflective cracking phenomenon of asphalt rubber mixtures as an overlay through laboratory tests and numerical simulation. Four-point bending equipment and the reflective crack device were used to perform the laboratory tests. A numerical simulation through the finite element method was accomplished to estimate the von Mises strain and develop reflective cracking fatigue laws. The results showed that the asphalt rubber mixtures are suitable for extending overlay lifespan considering reflective cracking. The evaluated asphalt rubber mixtures presented reflective cracking resistance almost eight times greater than the conventional ones. |
publishDate |
2022 |
dc.date.none.fl_str_mv |
2022-03-23 2022-03-23T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/79800 |
url |
https://hdl.handle.net/1822/79800 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Thives, L.P.; Pais, J.C.; Pereira, P.A.A.; Minhoto, M.C.; Trichês, G. Performance of Asphalt Rubber Mixture Overlays to Mitigate Reflective Cracking. Materials 2022, 15, 2375. https://doi.org/10.3390/ma15072375 1996-1944 10.3390/ma15072375 2375 https://www.mdpi.com/1996-1944/15/7/2375 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Multidisciplinary Digital Publishing Institute (MDPI) |
publisher.none.fl_str_mv |
Multidisciplinary Digital Publishing Institute (MDPI) |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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RCAAP |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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1799132715153358848 |