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"...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Fernández Ruiz,Jesús, Medina Rodríguez,Luis
Lenguaje:	English
Publicado:	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2015
Materias:	advanced soil constitutive model soil stiffness railway vibrations tunnel building
Acceso en línea:	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300007
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:scielo:S0718-915X2015000300007
record_format	dspace
spelling	oai:scielo:S0718-915X20150003000072016-01-21Application of an advanced soil constitutive model to the study of railway vibrations in tunnels through 2D numerical models: a real case in Madrid (Spain)Fernández Ruiz,JesúsMedina Rodríguez,Luis advanced soil constitutive model soil stiffness railway vibrations tunnel building 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" model of the soil called Hardening Soil model with small-strain stiffness (HSsmall) and the Mohr-Coulomb (MC) model. Moreover, the influence of soil stiffness has been studied when this is considered in the range of small strains (E50) or in the range of very small strains (E0). These models have been applied to a real case through a 2D finite element model formulated in the time domain, where it is concluded that both soil stiffness and the amplitude of the maximum tangential strain are the most important geotechnical parameters when estimating the deformational parameters and the constitutive models of the soil most adequate for the study of railway vibrations in tunnels.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.14 n.3 20152015-12-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300007en10.4067/S0718-915X2015000300007
institution	Scielo Chile
collection	Scielo Chile
language	English
topic	advanced soil constitutive model soil stiffness railway vibrations tunnel building
spellingShingle	advanced soil constitutive model soil stiffness railway vibrations tunnel building Fernández Ruiz,Jesús Medina Rodríguez,Luis 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)
description	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" model of the soil called Hardening Soil model with small-strain stiffness (HSsmall) and the Mohr-Coulomb (MC) model. Moreover, the influence of soil stiffness has been studied when this is considered in the range of small strains (E50) or in the range of very small strains (E0). These models have been applied to a real case through a 2D finite element model formulated in the time domain, where it is concluded that both soil stiffness and the amplitude of the maximum tangential strain are the most important geotechnical parameters when estimating the deformational parameters and the constitutive models of the soil most adequate for the study of railway vibrations in tunnels.
author	Fernández Ruiz,Jesús Medina Rodríguez,Luis
author_facet	Fernández Ruiz,Jesús Medina Rodríguez,Luis
author_sort	Fernández Ruiz,Jesús
title	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)
title_short	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)
title_full	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)
title_fullStr	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)
title_full_unstemmed	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)
title_sort	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)
publisher	Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate	2015
url	http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2015000300007
work_keys_str_mv	AT fernandezruizjesus applicationofanadvancedsoilconstitutivemodeltothestudyofrailwayvibrationsintunnelsthrough2dnumericalmodelsarealcaseinmadridspain AT medinarodriguezluis applicationofanadvancedsoilconstitutivemodeltothestudyofrailwayvibrationsintunnelsthrough2dnumericalmodelsarealcaseinmadridspain
_version_	1714206274139193344

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)

Ejemplares similares