Artigo em revista científica Q1
Stress wave propagation test and numerical modelling of an underground complex
Ricardo Pontes Resende (Resende, R.); Luís Manuel Nolasco Lamas (Lamas, L.); José Vieira de Lemos (Lemos, J. V.); Rui Calçada (Calçada, R.);
Título Revista
International Journal of Rock Mechanics and Mining Sciences
Ano (publicação definitiva)
2014
Língua
Inglês
País
Reino Unido
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Abstract/Resumo
Ground vibration is the most important environmental effect of blasting, and tools for its understanding and control are a prime necessity for the excavation of tunnels and caverns in hard ground. This paper contributes to an improved understanding of the way waves travel in the ground, particularly when there are excavations in the path of propagation, while also enhancing existing numerical models to better simulate that behaviour and thus provide better means to address underground vibration impacts. To this purpose, twenty low intensity blast between neighbour tunnels of an underground complex were performed, followed by a numerical study of the test. The test and simulation showed that, contrary to what is implied in semi-empirical attenuation laws, factors like the propagation path or local amplification can be more important than instant explosive weight and distance to blast.
Agradecimentos/Acknowledgements
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Palavras-chave
Blasting; Vibration; Tunnelling; Dynamic modelling; Vibration impact
  • Engenharia Civil - Engenharia e Tecnologia
  • Engenharia do Ambiente - Engenharia e Tecnologia