Utilizing granulated rubber in soil compression: a new possibility for better waste disposal
DOI:
https://doi.org/10.33448/rsd-v9i3.2345Keywords:
Granulated tires; Compaction test; Sustainability.Abstract
This research has the objective of presenting an experimental study of soil behavior that had crushed rubber from old tires added to it, in order to promote a new destination for these solid wastes. Small percentages of granulated rubber were added to the compacted soil samples from grinding old tires without the metal part of their structure. In order to simulate soil compression in infrastructure works, specifically roads, massive characterization tests were performed, namely; real density (DR), liquidity limit (LL), plasticity (LP), index plasticity (IP) and compaction assays (dry specific soil mass and optimum moisture levels). The tests were standardize d to quantify the behavior towards the disposal of these materials maintaining the initial quality of the soil of Teresina, Piauí or any other region with similar characteristics where standard soil (without additives) and with mixtures with 1% to 5% of granulated tires. In the results it was observed that by adding small percentages, there were no significant changes in the degree of soil compaction and the possibility of them being discarded in compacted soils without loss in the quality of the massif. This would be a way of sustainable disposal of rubbers with the purpose of reducing the environmental impacts that these types of waste of generate for the environment.
References
Associação Brasileira de Normas Técnicas. (2016). NBR 6457: Amostras de solo – Preparação para ensaios de compactação e ensaios de caracterização. Rio de Janeiro, 12p.
Associação Brasileira de Normas Técnicas. (2016). NBR 6459: Solo – Determinação do limite de liquidez. Rio de Janeiro, 6p.
Associação Brasileira de Normas Técnicas. (2016). NBR 7180: Solo – Determinação do limite de plasticidade. Rio de Janeiro, 7p.
Associação Brasileira de Normas Técnicas. (2016). NBR 7181: Solo – Análise granulométrica. Rio de Janeiro, 2016, 16p.
Associação Brasileira de Normas Técnicas. (2016). NBR 7182: Solo – Ensaio de compactação. Rio de Janeiro, 2016, 9p.
Brasil. (2009). Conselho Nacional do Meio Ambiente – CONAMA: Resolução nº 416. From http://www.mma.gov.br/port/conama/legiabre.cfm?codlegi=616
Brasil. IBGE. (2016). Brasil em síntese, de https://cidades.ibge.gov.br/brasil/pesquisa/22/0?ano=2016
Brasil. (2006). Ministério dos Transportes. Departamento Nacional de Infra Estrutura e Transportes. IPR-719: Manual de Pavimentação. (3), 274p.
Bosscher, P. J., Edil, T. B., & Eldin, N. (1993). Construction and performance of a shredded waste tire test embankment. Transportation Research Record, 99 (1345), 44-52. Retrieved from http:// https://trid.trb.org/view/370717
Canhada, J. C. S., Altran, D. A., Ishiki, H. M., Fidelis, G. N. S., & Santos, R. J. (2017). Caracterização física e morfológica de compósitos de concreto com resíduos de borracha vulcanizada. Colloquium Exactarum, 9 (3), 65-75. doi: 10.5747/ce.2017.v09.n3.e205
Departamento Nacional de Estradas e Rodagem. (1994). DNER-ME 093/94: Solos – Determinação da densidade real, 4p.
Franco, K. L. B. (2012). Caracterização do comportamento geotécnico de misturas de resíduo de pneus e solo laterítico. Dissertação de Mestrado, Departamento de Engenharia Civil, Universidade do Rio Grande do Norte, Natal-RN, 139p.
Lintz, R. C. C., & Mello, M. Y. C. (2008). Estudo das propriedades mecânicas de compósitos de cimento com borracha de pneus inservíveis. In: Congresso brasileiro de engenharia e ciência dos materiais., 18. Anais... Porto de Galinhas, 213-229.
Pierce, C. E., & Blackwell, M. C. (2003). Potential os scrap tire rubber as light weight aggregate in flowable fill. Waste Management, 23 (3), 197-208. doi:10.1016/s0956-053x(02)00160-5
Scagliusi, S. R. (2013). Recuperação/reciclagem de compostos de borrachas butílica e halobutílica por meio de radiação ionizante. Tese de Doutorado, Instituto de Pesquisas Energéticas e Nucleare – IPEN – USP. São Paulo, 207p.
Downloads
Published
How to Cite
Issue
Section
License
Authors who publish with this journal agree to the following terms:
1) Authors retain copyright and grant the journal 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.
2) Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the 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 this journal.
3) Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.