Elastoplastic analysis of the effects of the advance of a double-track railway tunnel on the soil and on the tunnel support. In-situ testing and 2d modelling

Elastoplastic analysis of the effects of the advance of a double-track railway tunnel on the soil and on the tunnel support. In-situ testing and 2d modelling

Abstract This study involves an elastoplastic analysis of the effects of the advance of a double-track railway tunnel on the soil and the tunnel support. The strength and deformation properties have been determined using in-situ testing with equipment designed and patented by the Soil Engineering Re...

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Autores principales: López-Gayarre,Fernando, Rodríguez Avial-Llardent,Mariano, Suárez-Domínguez,Francisco José, Álvarez-Fernández,Martina-Inmaculada, Prendes-Gero,María-Belén
Lenguaje:English
Publicado: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2019
Materias:
In-situ testing
FLAC 2D modelling
tunnel support
excavation length
elastoplastic analysis
Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000200258
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