Construction of an SMA trial section using sugar cane as additive

Authors

  • Cláudio Luiz Dias Leal IF Fluminense
  • Protasio Ferreira e Castro Universidade Federal Fluminense

DOI:

https://doi.org/10.5935/1809-2667.20120060

Keywords:

Stone Matrix Asphalt, Sugar Cane Bagasse, Resilience Modules, Filler

Abstract

Researchers have sought appropriate solutions for improving the performance of our paving facing floor modifications of commercial vehicles. Stone Matrix Asphalt (SMA) is an excellent alternative to raising the performance of Brazilian pavements. This mixed asphalt, with discontinuous grain and about 70% of coarse aggregate, optimizes the stone to stone contact, greatly increasing the structural performance of the pavement, particularly with regard to permanent deformation. SMA mixtures, with high content of asphalt binder fibers, require stabilizing additive to prevent drain down during mixing and placement. Production of sugar and alcohol generates about 270 kg of bagasse per ton of crushed sugarcane. Most of the bagasse is burned in boilers at power plants for the production of thermal or electric energy. It is estimated that approximately 20% of the pulp is not burnt. This research aims mostly to study the utilization of sugarcane bagasse as a stabilizing additive in SMA asphalt mixtures produced with asphalt rubber tire, thus replacing cellulose fiber. To verify this hypothesis, a laboratory study was made, and a trial section was constructed to evaluate the mixture in use.

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Author Biographies

  • Cláudio Luiz Dias Leal, IF Fluminense
    Mestre em Engenharia Civil pela Universidade Federal Fluminense (2004). Professor do IF Fluminense - Campos dos  Goytacazes/RJ – Brasil e doutorando do PROPPI - UFF. E-mail: cleal@iff.edu.br.
  • Protasio Ferreira e Castro, Universidade Federal Fluminense
    Ph D em Engenharia Civil - University of London (1985), Mestre em Engenharia Civil (UFF 1981) e Engenheiro Civil (UFRJ-1971). Professor Titular de Tecnologia da Construção da Universidade Federal Fluminense – Niterói/RJ - Brasil. E-mail: pfcastro@oi.com.br.

References

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS. Guide for Design of Pavement Strutures. Washington: American Association of State Highway and Transportation Officials, 1993.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALSA. ASHTO T 283. Standard Practice for Resistence of Compacted Bituminous Mixture to Moisture Induced Damage. Washington: American Association of State Highway and Transportation Officials, 1989.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS. AASHTO T 305. Standard Method of Test for Determination of Draindown Characteristics in Uncompacted Asphalt Mixtures. Washington: American Association of State Highway and Transportation Officials, 1996.

AMERICAN SOCIETY FOR TESTING AND MATERIAL. ASTM E 965. Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique. Philadelphia: American Society for Testing and Material, 1996.

APS, MARCIA. Classificação da aderência pneu-pavimento pelo índice combinado IFI – International Friction Index para revestimentos asfálticos. São Paulo, 2000. 179 p. Tese (Doutorado em Engenharia Civil) - Universidade Estadual de São Paulo, São Paulo, 2000.

BROWN, E.; COOLEY, E. R. E L. A. Designing Stone Matrix Asphalt Mixtures for Rut-Resistant Pavements. Part 1: Summary of Research Results, Part 2: Mixture Design Method, Construction Guidelines, and Quality Control/Quality Assurance Procedures. NCHRP Report 425. Washington; National Cooperative Highway Research Program, Transportation Research Board, National Research Council, 1999.

CANILHA, L. et al. Caracterização do bagaço de cana-de-açúcar in natura, extraído com etanol ou ciclohexano/etanol. In: CONGRESSO BRASILEIRO DE QUIMICA, 47., 2007, Natal. Natal: Associação Brasileira de Química, 2007.

DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES. Misturas Betuminosas. Desgaste por Abrasão de Misturas Betuminosas com Asfalto Polímero – Ensaio Cantabro. Método de Ensaio. Rio de Janeiro, DNIT ME 383/99, 1999.

DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES. Misturas Betuminosas. Determinação da Resistência à Tração por Compressão Diametral. Método de Ensaio, Rio de Janeiro, DNIT ME 138/94, 1994.

DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES. Misturas Betuminosas. Determinação do Módulo de Resiliência. Método de Ensaio, Rio de Janeiro, DNIT ME 133/94, 1994.

DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES. Pavimentação asfáltica: Delineamento da linha de influência longitudinal da bacia de deformação por intermédio da Viga Benkelman. Método de ensaio, Rio de Janeiro, DNIT 133/2010 – ME, 2010.

DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES. Pavimentos flexíveis: Concreto asfáltico com asfalto borracha, via úmida, do tipo “Terminal Blending”. Especificação de serviço, Rio de Janeiro, DNIT 112/2009 – ES, 2009.

DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES. Procedimento. Avaliação subjetiva da superfície de pavimentos flexíveis e semi-rígidos. Rio de Janeiro, DNIT PRO 009/2003, 2003.

KAWABATA, C. Y. Aproveitamento de Cinzas da Queima de Resíduos Agroindustriais na Produção de Compósitos Fibrosos e Concreto Leve para a Construção Rural. Pirassununga, 2008. 165 p. Tese (Doutorado em Zootecnia) - Universidade Estadual de São Paulo, Pirassununga, 2008.

NATIONAL ASPHALT PAVEMENT ASSOCIATION. Design and Constructing SMA Mixtures – State of the Practice. Lanham, 2002. (Quality Improvement Series 122).

Published

02-05-2013

Issue

Section

Original articles

How to Cite

LEAL, Cláudio Luiz Dias; CASTRO, Protasio Ferreira e. Construction of an SMA trial section using sugar cane as additive. Revista Vértices, [S. l.], v. 14, n. 3, p. 71–84, 2013. DOI: 10.5935/1809-2667.20120060. Disponível em: https://editoraessentia.iff.edu.br/index.php/vertices/article/view/1809-2667.20120060.. Acesso em: 22 nov. 2024.

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