Tunnels in sands / A. M. Marshall in Géotechnique, Vol. 62 N° 5 (Mai 2012)  

Public ISBD [article]  inGéotechnique > Vol. 62 N° 5 (Mai 2012) . - pp. 385 –399 Titre : Tunnels in sands : The effect of size, depth and volume loss on greenfield displacements Type de document : texte imprimé Auteurs : A. M. Marshall, Auteur ; R. Farrell, Auteur ; A. Klar, Auteur Année de publication : 2012 Article en page(s) : pp. 385 –399 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Tunnels Settlement Centrifuge modelling Sands Résumé : This paper examines the effect that tunnel size, depth and volume loss have on greenfield soil displacements above tunnels in sandy ground. The results of a series of plane-strain centrifuge tests performed on tunnels in a dry silica sand are examined. The cover-to-diameter ratio, C/D, of the tunnels ranged from 1·3 to 4·4. Features of greenfield settlement trough shape, both surface and subsurface, are illustrated by examining soil displacement data obtained using an image-based deformation measurement technique. The effects of tunnel size, depth and volume loss are demonstrated, and the suitability of typical fitting curves is discussed. The complex volumetric behaviour of drained soil is illustrated by comparing tunnel volume loss with the volume loss experienced by the soil. A set of equations is developed that provide a method of evaluating the change of settlement trough shape with tunnel size, depth and volume loss. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.10.P.047 [article] Tunnels in sands : The effect of size, depth and volume loss on greenfield displacements [texte imprimé] / A. M. Marshall, Auteur ; R. Farrell, Auteur ; A. Klar, Auteur . - 2012 . - pp. 385 –399. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 62 N° 5 (Mai 2012) . - pp. 385 –399 Mots-clés : Tunnels Settlement Centrifuge modelling Sands Résumé : This paper examines the effect that tunnel size, depth and volume loss have on greenfield soil displacements above tunnels in sandy ground. The results of a series of plane-strain centrifuge tests performed on tunnels in a dry silica sand are examined. The cover-to-diameter ratio, C/D, of the tunnels ranged from 1·3 to 4·4. Features of greenfield settlement trough shape, both surface and subsurface, are illustrated by examining soil displacement data obtained using an image-based deformation measurement technique. The effects of tunnel size, depth and volume loss are demonstrated, and the suitability of typical fitting curves is discussed. The complex volumetric behaviour of drained soil is illustrated by comparing tunnel volume loss with the volume loss experienced by the soil. A set of equations is developed that provide a method of evaluating the change of settlement trough shape with tunnel size, depth and volume loss. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.10.P.047

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