Application of an advanced soil constitutive model to the study of railway vibrations in tunnels through 2D numerical models: a real case in Madrid (Spain)
In the last few years, different numerical models for the study of railway vibrations in tunnels have been developed. Virtually all of them assume an elastic and linear behaviour of the soil. In this article the influence of soil constitutive model is investigated, comparing an "advanced"...
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Autores principales: | , |
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Lenguaje: | English |
Publicado: |
Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
2015
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Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300007 |
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