Monitorização contínua da rigidez das camadas granulares por meio de bender elements

Autores

  • Carolina Briceño Universidade do Minho, ISISE, ARISE, Departamento de Engenharia Civil, Guimarães
  • Manuel Parente Universidade do Minho, ISISE, ARISE, Departamento de Engenharia Civil, Guimarães https://orcid.org/0000-0001-5765-2622
  • Mohammad Roshan Universidade do Minho, ISISE, ARISE, Departamento de Engenharia Civil, Guimarães
  • Miguel Azenha Universidade do Minho, ISISE, ARISE, Departamento de Engenharia Civil, Guimarães https://orcid.org/0000-0003-1374-9427
  • António Gomes Correia Universidade do Minho, ISISE, ARISE, Departamento de Engenharia Civil, Guimarães https://orcid.org/0000-0002-0103-2579
  • João Rocha CMEMS-UMinho, Universidade do Minho, Guimarães
  • Marcos Martins INESC TEC, Facultade de Engenharia da Universidade do Porto, Porto
  • Joyce Chidassicua Universidade Lusófona, Faculty of Engineering, Lisbon
  • Ionut Moldovan Universidade Lusófona, Faculty of Engineering, CERIS, Instituto Superior Técnico, Universidade de Lisboa,Lisbon https://orcid.org/0000-0003-3085-0770
  • Helder Silva BUILT CoLAB – Collaborative Laboratory for the Future Built Environment, Porto https://orcid.org/0009-0001-9366-4855
  • José Neves CERIS, Instituto Superior Técnico, Universidade de Lisboa, Lisboa https://orcid.org/0000-0002-7131-7967
  • Erol Tutumluer University of Illinois at Urbana-Champaign, Illinois, USA https://orcid.org/0000-0003-3945-167X

DOI:

https://doi.org/10.14195/2184-8394_167_6

Palavras-chave:

Sensor Bender Element, monitorização geotécnica, rigidez dinâmica

Resumo

Apesar da importância estrutural das camadas granulares não ligadas dos pavimentos flexíveis, a sua monitorização contínua enfrenta limitações técnicas significativas. Este estudo desenvolveu um sistema avançado de monitorização, baseado em sensores do tipo Bender Elements, para medir a rigidez dinâmica das camadas granulares. Foi concebido um sistema de proteção e acoplamento destinado a proteger os sensores contra tensões externas e a garantir um contacto adequado para a propagação da onda de corte no geomaterial. Um estudo numérico analisou a influência da geometria da cápsula, e foi integrado um sistema de amplificação personalizada para alcançar maiores distâncias. O sistema foi validado experimentalmente em laboratório e posteriormente implementado no terreno, onde se mantém em funcionamento.

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Referências

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Publicado

2026-07-31

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