Misturas de escórias de aciaria com borracha para a camada de sub-balastro ferroviário

Autores

  • Sara Rios CONSTRUCT-GEO, Faculdade de Engenharia, Universidade do Porto, Porto, PortugalCONSTRUCT-GEO, Faculdade de Engenharia, Universidade do Porto, Porto, Portugal https://orcid.org/0000-0002-2625-1452
  • Rubens Alves CONSTRUCT-GEO, Faculdade de Engenharia, Universidade do Porto, Porto, Portugal / Instituto Federal de Educação, Ciência e Tecnologia do Estado do Rio Grande do Norte (IFRN), Natal, Brasil https://orcid.org/0000-0002-6249-1787
  • António Viana da Fonseca CONSTRUCT-GEO, Faculdade de Engenharia, Universidade do Porto, Porto, Portugal
  • André Paixão Laboratório Nacional de Engenharia Civil (LNEC), Lisboa, Portugal https://orcid.org/0000-0002-1665-7037
  • Eduardo Fortunato Laboratório Nacional de Engenharia Civil (LNEC), Lisboa, Portugal https://orcid.org/0000-0002-9968-0821
  • José Nuno Varandas CERIS, Faculdade de Ciências e Tecnologia, Universidade NOVA de Lisboa, Caparica, Portugal https://orcid.org/0000-0002-7083-1278

DOI:

https://doi.org/10.14195/2184-8394_167_7

Palavras-chave:

sub-produtos industriais, ensaios triaxiais cíclicos, modelação numérica

Resumo

A construção de infraestruturas de transporte mais sustentáveis requer a utilização de materiais que combinem eficiência técnica e viabilidade económica e ambiental. Este estudo, desenvolvido no âmbito do projeto de investigação ECO_RORAIL, avalia misturas de escória de aciaria com borracha triturada de pneus em fim de vida para camadas não ligadas de apoio de infraestruturas de transporte. O programa experimental compreende ensaios triaxiais monotónicos e cíclicos para avaliar resistência ao corte e módulo resiliente. Em paralelo, recorre-se à modelação numérica 3D pelo método dos elementos finitos para avaliar a resposta estrutural da ferrovia com camada de sub-balastro constituída por estas misturas, variando o teor de borracha. Os resultados laboratoriais indicam comportamento adequado quando o teor de borracha é inferior a 5% em massa e a escória cumpre a granulometria especificada. A análise numérica sugere uma redução das tensões deviatóricas, melhoria da dispersão das cargas em profundidade, contribuindo para mitigar a degradação do balastro e a concentração de tensões no solo de fundação, aumentando a resiliência estrutural.

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Publicado

2026-07-31

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