Flexural Tensile Strength of Asphalt Composites with Calcined Clay under Four-Point Bending

Authors

  • Juliano Rodrigues Spínola Geothecnical Research Group, Federal University of Amazonas, Manaus, 69080-900, Brazil
  • Antônio Cleiton Lopes da Silva Geothecnical Research Group, Federal University of Amazonas, Manaus, 69080-900, Brazil
  • Alex Gomes Pereir Geothecnical Research Group, Federal University of Amazonas, Manaus, 69080-900, Brazil
  • Consuelo Alves da Frota Geothecnical Research Group, Federal University of Amazonas, Manaus, 69080-900, Brazil Department of Civil Engineering, Federal University of Amazonas, Manaus, 69080-900, Brazil

Keywords:

Four-point bending, flexural tensile strength, pavement construction, calcined clay aggregate

Abstract

Replacing natural aggregates for employment in pavement applications has been exhaustively proposed in order to reduce the unsustainable consumption of these materials. An option widely studied in the Amazon Region is the Sintered Calcined Clay Aggregate (SCCA), a promising alternative to the historical scarcity of rocky material, given the region geology, primarily for the strong occurrence of clays. The aim of this research is to study the use of calcined clay aggregates to create an alternative mixture for asphalt coating of urban paved roads. The influence of temperature variation on the mechanical behavior of SCCA asphalt concrete was also evaluated in order to simulate high-temperature zones. Four-point bending tests were performed on prismatic specimens compacted in controlled conditions with the aim to determine the Flexural Tensile Strength. Superpave method was used for the design of asphalt mixes. The test results from this study indicated that the FTS increases with frequency and decreases with temperature. On the other hand, increasing temperature promotes a tendency of stabilization of the FTS, in which the saturation of the asphalt binder can be observed, due to its viscoelastic nature.

References

Abdullah M.E., Abd Kader S.A, Putra Jaya R., Yaacob H., Abdul Hassan N. and Che Wan C.N. (2017) MATEC Web of Conferences. 103, 1-7.

Yoder, E.J. Witczak, M.W. Principles of Pavement Design, second ed., John Wiley & Sons Inc., New York, 1975.

Kim, Y.R. Modeling of asphalt concrete. United State of America: ASCE Press, 2009.

Silva, C. L., Frota, H.O., Frota, C.A. (2015). “Sintered Calcined Clay as an Alternative Coarse Aggregate for Asphalt Pavement Construction”, Open Journal of Civil Engineering, v.5, n.3, 281-288.

Cunha, M.J.A. et al. (2018). “Effect of temperature on the mechanical behavior of asphalt mixtures with sintered calcined clay aggregate (SCCA)”, Matéria, 23, n. 1, e-11970.

Silva, A.C.L; Frota, C.A. “Estudo da viabilidade econômica para produção de agregado sinterizado de argila calcinada (Study of economic viability for production of sintered aggregate of calcined clay)”. Cerâmica, 59 (2013): 508-517 (in Portuguese).

Silva, C.L., Silva, A.C.L Frota, C.A. (2014). “Dynamic modulus of asphalt mix with sintered calcined clay aggregate”. Cerâmica, 60: 10–21.

Edil, T.B., Tinjum, J.A. and Benson, C.H. (2012). “Recycled unbound materials. Minnesota Department of Transportation”, Report No. MN/RC 2012–35. Retrieved from http://www.dot.state.mn.us/research/TS/ 2012/201235.pdf.

Kou, S., Poon, C., Wan, H. (2012). “Properties of concrete prepared with low-grade recycled aggregates”. Constr. Build. Mat. 36, 881–889.

Medina, C., Zhu, W., Howind, T., Sánchez de Rojas, M.I., Frías, M., (2014). “Influence of mixed recycled aggregate on the physical e mechanical properties of recycled concrete”. J. Clean. Prod. 68, 216–225.

Soleimanbeigi, A., Shedivy, R.F., Tinjum, J.M. and Edil, T.B. (2015): Climatic effect on resilient modulus of recycled unbound aggregates, Road Materials and Pavement Design, doi: 10.1080/14680629.2015.1060250

Ossa, A., García, J.L. and Botero, E., (2016). Use of recycled construction and demolition waste (CDW) aggregates: A sustainable alternative for the pavement construction industry. J. Clean. Prod. 135, 379–386.

Kowalski, K.J. et al. (2016) Eco-friendly materials for a new concept of asphalt pavement. In: Proceedings of the 6th Transport Research Arena April 18-21, 2016. Transportation Research Procedia 14, 3582 – 3591.

Abdullah, M.E. et al (2018) IOP Conf. Ser.: Earth Environ. Sci. 140 012121

Lee, J.C., Edil, T.B., Benson, C.H. and Tinjum, J.M. (2013). “Building environmentally and economically sustainable transportation infrastructure: Green highway rating system”. Journal of Construction Engineering and Management, ASCE, 139 (12), doi: 10.1061/(ASCE)CO.1943-7862.0000742.

Turner, D.A., Williams, I.D., Kemp, S. (2015). “Greenhouse gas emission factors for recycling of source-segregated waste materials”. Resources, Conservation and Recycling, 105, 186–197.

Churchill, M. (1994). “Aspect of Sewage Sludge Utilization and its Impact on Brick Making”. Global Ceramic Review, 1, 18-21.

Perez, J.A, Terradas, R., Manent, M.R., Seijas, M. and Martinez, S. (1996). “Inertization of Industrial Wastes in Ceramic Materials”. Industrial Ceramics, 16, 7-10.

Dondi, M., Marsigli, M. and Fabbri, B. (1997). “Recycling of Industrial and Urban Wastes in Brick Production: A Review”. Tile & Brick International, 13, 218-225.

Riberio, M.J., Tulyaganov, D.U., Ferreira, J.M. and Labrincha, J.A. (2002). “Recycling of Al-Rich Industrial Sludge in Refractory Ceramic Pressed Bodies”. Ceramics International, 28, 319-326., doi: 10.1016/S0272-8842(01)00097-9

Bunnag, S. and Lerdhirunwong, B. (1986). “Application of Calcined Clay as Aggregate for Asphalt Pavement and Surface Treatment.” In: 13th Australian Road Research Board (ARRB) Conference, Adelaide, Australia, vol. 13, part 3, Construction, Pavements and Materials, 214-219.

Silva, A.C.L., Frota, C.A. and Frota, H.O. (2015). “Complex modulus of asphalt mix with calcined clay under four-point bending”, Matéria, n. 11611, 436–451.

Lee, H.J. and Kim, Y.R. (1998). “Viscoelastic constitutive model for asphalt concrete under cyclic loading”. Journal of Engineering Mechanics, 124, 32–40.

Moreno-Navarro, F., Rubio-Gámez, M.C. (2016) A review of fatigue damage in bituminous mixtures: Understanding the phenomenon from a new perspective. Constr. Build. Mater 113, 927–938.

ASTM D3497. Standard test method for dynamic modulus of asphalt mixtures. ASTM International 2003.

Picanço, H.M., Cartaxo, E. F., Frota, C.A. et al. Refletividade, Radiação Solar e Temperatura em Diferentes Tipos de Revestimentos das Vias Urbanas no Município de Manaus (AM). In: 5º Congresso de Infraestrutura de Transportes, 5, [Anais eletrônicos], São Paulo, Agosto 2011 (in Portuguese).

Moreno-Navarro, F., Sol-Sánchez, M. García-Travé, G. and Rubio-Gámez, M.C. (2017): Fatigue cracking in asphalt mixtures: the effects of ageing and temperature, Road Materials and Pavement Design, doi: 10.1080/14680629.2018.1418717

Federal Highway Administration, FHWA. Superpave Fundamentals – Reference Manual (NHI Course #131053). USA, 2000.

Di Benedetto, M.N.H. Partl, L. Francken, C. De La Roche, “Stiffness testing for bituminous mixtures”, Mater. Struct. 34 (2001) 66–70.

Christensen, D.W., Bonaquist, R. (2015). “Improved Hirsch model for estimating the modulus of hot-mix asphalt”, Road Mater. Pavement Des. 16 (2) 254–274, doi: 10.1080/14680629.2015.1077635.

Sirin, O., Paul, D.K; Kassem, E. “State of the Art Study on Aging of Asphalt Mixtures and Use of Antioxidants Additives”. Advances in Civil Engineering, 2018, 1-19.

Roberts, F.L., Kandhal, P.S., Brown, E.R., Lee, D.Y. and Kennedy, T.W. Hot Mix Asphalt Materials, Mixture Design, and Construction, National Asphalt Pavement Association, Research and Education Foundation, Lanham, MD, USA, 1996.

SHRP - Superior Performing Asphalt Pavements (Superpave): The Product of SHRP Asphalt Research Program. Superpave Series N°. 1”, Strategic Highway Research Program, Washington, DC, 1994a.

SHRP - Superior Performance Asphalt Pavements (Superpave). The Product of SHRP Asphalt Re-search Program. Superpave Series N°. 2 Strategic Highway Research Program, Washington, DC, 1994b.

Spetch, L.P. et al. (2017). “Application of the theory of viscoelasticity to evaluate the resilient modulus test in asphalt mixes”. Constr. Build. Mater. 149: 648–658

Puppala, A.J., Hoyos, L.R. and Potturi, A. K (2011). “Resilient Moduli Response of Moderately Cement-Treated Reclaimed Asphalt Pavement Aggregates”. J. Mater. Civ. Eng. 23: 990–998.

Carvajal Munoz, J.S. et al. (2015). “Use of the Resilient Modulus Test to Characterize Asphalt Mixtures with Recycled Materials and Recycling Agents”. Transportation Research Record: Journal of the Transportation Research Board, 2506: 45–53.

M. Karami et al., “Laboratory experiment on resilient modulus of BRA modified asphalt mixtures”, Int. J. Pavement Res. Technol. (2017), http://dx.doi.org/10.1016/j.ijprt.2017.08.005

Judycki, J. (1990). “Bending Test of asphaltic mixtures under statical loading”. In Proceedings of the 4th International Symposium on the Role of Mechanical Tests for the Characterization, Budapest, Hungary, 207–227.

EN 12697-26. Bituminous mixtures – Test methods for hot mix asphalt, Part 26: Stiffness. European committee for standardization. 2004.

Pronk, A.C. "Theory of the Four Point Dynamic Bending Test–Part I: General Theory." Report P-DWW-96-008, Deft University of Technology, The Netherlands (1996).

Fontes, L. Trichês, G. and Pais, J. Pereira, P. “Fatigue laws for Brazilians asphalt rubber mixtures obtained in 4 point bending tests”. In: Proceedings of the 2nd workshop on four-point bending. Guimarães, Portugal: University of Minho; 2009.

Pais, J. C., et al. Analysis of the variation in the fatigue life through four-point bending tests. (2009).

Huurman, M., Pronk, A.C. “Theoretical analysis of the 4 point bending test”. In: Proceedings of the 7th Int. RILEM Symposium Advanced Testing and Characterization of Bituminous Materials, Rhodes, Greece, May 2009.

Pais, J. C. Harvey, j. eds. Four Point Bending. CRC Press, 2012.

Pronk, A.C., Description of procedure for using the Modified Partial Healing model, In: Proceedings of the 3nd workshop on four-point bending, pp. 13-26, Davis, USA: University of California, Set. 2012

EN 12697-24. Bituminous mixtures – Test methods for hot mix asphalt, Part 24: Resistance to fatigue. European committee for standardization. 2004.

Gómez-Meijide, B. and Pérez, I. (2014). “Effects of the use of construction and demolition waste aggregates in cold asphalt mixtures”. Constr. Build. Mater 51, 267–277.

Frota, C.A., Nunes, F.R.G., Silva, C.L., et al. (2007). “Desempenho mecânico de misturas asfálticas confeccionadas com agregados sintéticos de argila calcinada”, Cerâmica, v.3, pp. 255-262. (in Portuguese).

Santos, R. A., Vieira, A., Oliveira, J.R.M.S. et al., Produção de agregado artificial de argila calcinada para emprego em pista experimental no estado do Rio de Janeiro. In: Reunião Anual de Pavimentação/ Encontro Nacional de Conservação Rodoviária, 38, [Anais eletrônicos] Manaus, AM, Ago. 2007 (in Portuguese).

Xuan, D.X., Molenaar, A.A.A., Houben, L.J.M.. (2015). “Evaluation of cement treatment of reclaimed construction and demolition waste as road bases”. J. Clean. Prod. 100, 77–83.

Gómez-Meijide, B., Pérez, I.P., Pasandín, A.R. (2016) Recycled construction and demolition waste in Cold Asphalt Mixtures: evolutionary properties. J. Clean. Prod. 112, 588–598.

Pszczola, M. & Szydlowski, C. Influence of Bitumen Type and Asphalt Mixture Composition on Low-Temperature Strength Properties According to Various Test Methods. Materials 2018, 11, 2118, doi: 10.3390/ma11112118.

Marasteanu, M.O., et al. IDEA Program Final Report, NCHRP-133. Minneapolis : s.n., 2009.

Huang, Y H. Pavement analysis and design. Englewood Cliffs, N.J.: Prentice Hall, 1993, 805p.

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Published

2019-11-19

How to Cite

Spínola, J. R. ., da Silva, A. C. L. ., Pereir, A. G. ., & da Frota, C. A. . (2019). Flexural Tensile Strength of Asphalt Composites with Calcined Clay under Four-Point Bending. American Scientific Research Journal for Engineering, Technology, and Sciences, 61(1), 119–134. Retrieved from https://asrjetsjournal.org/index.php/American_Scientific_Journal/article/view/5335

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