Cone penetration tests in a virtual calibration chamber / M. Arroyo in Géotechnique, Vol. 61 N° 6 (Juin 2011)  

Public ISBD [article]  inGéotechnique > Vol. 61 N° 6 (Juin 2011) . - pp. 525–531 Titre : Cone penetration tests in a virtual calibration chamber Type de document : texte imprimé Auteurs : M. Arroyo, Auteur ; J. Butlanska, Auteur ; A. Gens, Auteur Année de publication : 2011 Article en page(s) : pp. 525–531 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Sands Laboratory testing In Situ Numerical modelling Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : A virtual calibration chamber was built using a three-dimensional model based on the discrete-element method. The chamber was then filled with a scaled granular equivalent of Ticino sand, the material properties of which were selected by curve-fitting triaxial tests. Cone penetration tests were then performed under different initial densities and isotropic stresses. Penetration resistance in the virtual calibration chamber was affected by the same cone/chamber size effect that affects physical calibration chambers and was corrected accordingly. The corrected cone resistance obtained from the virtual calibration chamber cone penetration tests shows good quantitative agreement with correlations that summarise previous physical results. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.9.p.067 [article] Cone penetration tests in a virtual calibration chamber [texte imprimé] / M. Arroyo, Auteur ; J. Butlanska, Auteur ; A. Gens, Auteur . - 2011 . - pp. 525–531. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 61 N° 6 (Juin 2011) . - pp. 525–531 Mots-clés : Sands Laboratory testing In Situ Numerical modelling Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : A virtual calibration chamber was built using a three-dimensional model based on the discrete-element method. The chamber was then filled with a scaled granular equivalent of Ticino sand, the material properties of which were selected by curve-fitting triaxial tests. Cone penetration tests were then performed under different initial densities and isotropic stresses. Penetration resistance in the virtual calibration chamber was affected by the same cone/chamber size effect that affects physical calibration chambers and was corrected accordingly. The corrected cone resistance obtained from the virtual calibration chamber cone penetration tests shows good quantitative agreement with correlations that summarise previous physical results. DEWEY : 624.15 ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.9.p.067

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