Use of ornamental stone processing sludge in flexible pavements

Authors

DOI:

https://doi.org/10.33448/rsd-v11i1.25404

Keywords:

Solid industrial waste; Sludge from the processing of ornamental rocks; Filler; Hot machined bituminous concrete.

Abstract

The objective of this study is to evaluate the incorporation of sludge from the processing of ornamental rocks, as a filling material, through partial replacements of conventional materials, in hot machined bituminous concrete. The physical-chemical characteristics of the residue and other aggregates that make up the asphalt mixture were investigated, followed by the development of formulations to perform the mechanical resistance test using the Marshall method. The results show that the replacement of natural materials by waste ornamental rocks slightly improves the physical and mechanical properties of bituminous mixtures. It was therefore concluded that the slurry from ornamental stone processing has potential for use and can be a promising material to be used by the paving industry. Added to this is the fact that consumption of non-renewable natural resources is reduced, since fewer conventional raw materials can be replaced by this waste, thus avoiding mineral extraction.

References

Aljassar, A. H., Metwalli, S., & Ali, M. A. (2004). Effect of Filler Types on Marshall Stability and Retained Strength of Asphalt Concrete. International Journal of Pavement Engineering, 5, 47-51.

Amaral, L.F., Carvalho, R. P. R. G., Silva, B. M., Delaqua, D. C. G., Monteiro, S. N., & Vieira, C. M. F. (2019). Development of ceramic paver with ornamental rock waste. Journal of Materials Research and Technology, 8, 599-608.

American Society for Testing and Materials. (2005). ASTM D4791: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate.

Arab, P. B., Araujo, T. P., & Pejon, O. J. (2015). Identification of clay minerals in mixtures subjected to differential thermal and thermogravimetry analyses and methylene blue adsorption tests. Applied Clay Science, 114, 133-140.

Asphalt Institute. (2001). HMA Construction. Manual Series No. 22.

Associação Brasileira de Normas Técnicas. (2016). NBR 7180: Solo – Determinação do limite de plasticidade.

Associação Brasileira de Normas Técnicas. (2017). NBR 6459: Solo – Determinação do limite de liquidez.

Barra, B., Momm, L., Guerrero, Y., & Bernucci, L. (2014). Characterization of granite and limestone powders for use as fillers in bituminous mastics dosage. Anais da Academia Brasileira de Ciências, 86, 995-1002.

Behl, A., Kumar, G., Sharma, G., & Jain, P. K. (2013). Evaluation of field performance of warm-mix asphalt pavements in India. Procedia - Social and Behavioral Sciences, 104, 158-167.

Chandra, S., & Choudhary, R. (2013). Performance characteristics of bituminous concrete with industrial wastes as filler. Journal of Materials in Civil Engineering, 25, 1666-1673.

Chen, H., & Xu, Q. (2010). Experimental study of fibers in stabilizing and reinforcing asphalt binder. Fuel, 89, 1616-1622.

Cia. (2017). Available From: https://www.cia.gov/library/publications/the-worldfactbook/ rankorder/2085rank.html.

Crispino, M., Mariani, E., & Toraldo, E. (2013). Assessment of fiber-reinforced bituminous mixtures compaction temperatures through mastics viscosity tests Construction and Building Materials, 38, 1031-1039.

Departamento Nacional de Estradas de Rodagem. (1995). DNER-ME 043: Mistura betuminosas a quente – Ensaio Marshall.

Departamento Nacional de Infraestrutura de Transportes. (2006). DNIT ES 031: Pavimentos flexíveis – Concreto asfáltico – Especificações de serviço.

Hasan, M.R.M., Chew, J., Jamshidi, A., Yang, X., & Hamzah, M. O. (2019). Review of sustainability, pretreatment, and engineering considerations of asphalt modifiers from the industrial solid wastes. Journal of Traffic and Transportation Engineering, 6, 209-244.

Karasahin, M., & Terzi, S. (2007). Evaluation of marble waste dust in the mixture of asphaltic concrete. Construction and Building Materials, 21, 616-620.

Li, Q., Yanjun, Q., Rahman, A., & Ding, H. (2018). Application of steel slag powder to enhance the low-temperature fracture properties of asphalt mastic and its corresponding mechanism. Journal of Cleaner Production, 184, 21-31.

Matos, P., Micaelo, R., Duarte, C., & Quaresma, L. (2014). Influence of bitumen and filler on the selection of appropriate mixing and compaction temperatures. International Journal of Pavement Research and Technology, 7, 237-246.

Modarres, A., Rahmanzadeh, M., & Ayar, R. (2015). Effect of coal waste powder in hot mix asphalt compared to conventional fillers: mix mechanical properties and environmental impacts. Journal of Cleaner Production, 91, 262-268.

Modolo, R., Benta, A., Ferreira, V. M., & Machado, L. M. (2010). Pulp and paper plant wastes valorisation in bituminous mixes. Waste Management, 30, 685-696.

Pasandín, A. R., Pérez, I., Ramírez, A., & Cano, M. M. (2016). Moisture damage resistance of hot-mix asphalt made with paper industry wastes as filler. Journal of Cleaner Production, 112, 853-862.

Rahman, Md. A., Imteaz, M. A., Arulrajah, A., Piratheepan, J., & Disfani, M. M. (2015). Recycled construction and demolition materials in permeable pavement systems: geotechnical and hydraulic characteristics. Journal of Cleaner Production, 90, 193-194.

Roberts, F. L., Brown, E. R., Kandhal, P. S., Lee, D., Kennedy, T. W., & Kim, Y. R. (1996). Hot mix asphalt materials, mixture design and construction.

Wang, H., Al-Qadi, I. L., Faheem, A. F., Bahia, H. U., Yang, S., & Reinke, G. H. (2011). Effect of mineral filler characteristics on asphalt mastic and mixture rutting potential. Transportation Research Record, 2208, 33-39.

Wang, H., Liu, X., Apostolidis, P., & Scarpas, T. (2018). Review of warm mix rubberized asphalt concrete: Towards a sustainable paving technology. Journal of Cleaner Production, 177, 302-314.

Wei, C. J., Poovaneshvaran, S., Hasan, M. R. M., Hamzah, M. O., Valentin, J., & Sani, A. (2020). Microscopic analysis and mechanical properties of recycled paper mill sludge modified asphalt mixture using granite and limestone aggregates. Construction and Building Materials, 243.

West, R. C., & James, R. S. (2006). Evaluation of a lime kiln dust as a mineral filler for stone matrix asphalt. Transportation Research Board, 750, 1-18.

Xiong, R., Chu, C., Qiao, N., Wang, L., Yang, F., Sheng, Y., Guan, B., Niu, D., Geng, J., & Chen, H. (2019). Performance evaluation of asphalt mixture exposed to dynamic water and chlorine salt erosion. Construction and Building Materials, 201, 121-126.

Zhang, M., Wang, Y., Song, Y., Zhang, T., & Wang, J. (2016). Manifest system for management of non-hazardous industrial solid wastes: results from a Tianjin industrial park. Journal of Cleaner Production, 133, 252-261.

Zulkati, A., Diew, W. Y., & Delai, D. S. (2012). Effects of fillers on properties of asphalt-concrete mixture. Journal of Transportation Engineering, 138, 902-910.

Published

16/01/2022

How to Cite

FACHIN, R. T.; RIBEIRO, F. R. C. .; PACHECO, F. .; BREHM, F. A. .; MODOLO, R. C. E. . Use of ornamental stone processing sludge in flexible pavements. Research, Society and Development, [S. l.], v. 11, n. 1, p. e58711125404, 2022. DOI: 10.33448/rsd-v11i1.25404. Disponível em: https://rsdjournal.org/index.php/rsd/article/view/25404. Acesso em: 19 apr. 2024.

Issue

Section

Engineerings