Physical modeling of lateral clay-pipe interaction / José R. M. S. Oliveira in Journal of geotechnical and geoenvironmental engineering, Vol. 136 N° 7 (Juillet 2010)  

Public ISBD [article]  inJournal of geotechnical and geoenvironmental engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 950-956 Titre : Physical modeling of lateral clay-pipe interaction Type de document : texte imprimé Auteurs : José R. M. S. Oliveira, Auteur ; Marcio S. S. Almeida, Auteur ; Maria C. F. Almeida, Auteur Année de publication : 2010 Article en page(s) : pp. 950-956 Note générale : Géotechnique Langues : Anglais (eng) Mots-clés : Soft soils Pipelines Soil-structure interaction Model tests Index. décimale : 624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels Résumé : This paper presents results from physical model testing of lateral clay-pipe interaction. The main reason for this research was the accident in Rio de Janeiro in January 2000 when more than 1×106 l of crude oil was spilled into Guanabara Bay due to thermal buckling of a pipeline. A set of centrifuge tests was performed for a model pipeline at shallow burial depths in order to assess the lateral resistance of the soft clay from the incident site. In addition, a set of 1-g model tests was also performed to observe the failure mechanism in more detail. These tests permitted the development of an analytical model, based on geotechnical and geometrical parameters, able to evaluate the soil resistance when subjected to lateral pipe movements for shallow burial depths. The centrifuge data are then compared with the proposed analytical model and with literature data, revealing good agreement in both cases. DEWEY : 624.1 ISSN : 1090-0241 En ligne : http://ascelibrary.org/gto/resource/1/jggefk/v136/i7/p950_s1?isAuthorized=no [article] Physical modeling of lateral clay-pipe interaction [texte imprimé] / José R. M. S. Oliveira, Auteur ; Marcio S. S. Almeida, Auteur ; Maria C. F. Almeida, Auteur . - 2010 . - pp. 950-956. Géotechnique Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 950-956 Mots-clés : Soft soils Pipelines Soil-structure interaction Model tests Index. décimale : 624.1 Infrastructures.Ouvrages en terre. Fondations. Tunnels Résumé : This paper presents results from physical model testing of lateral clay-pipe interaction. The main reason for this research was the accident in Rio de Janeiro in January 2000 when more than 1×106 l of crude oil was spilled into Guanabara Bay due to thermal buckling of a pipeline. A set of centrifuge tests was performed for a model pipeline at shallow burial depths in order to assess the lateral resistance of the soft clay from the incident site. In addition, a set of 1-g model tests was also performed to observe the failure mechanism in more detail. These tests permitted the development of an analytical model, based on geotechnical and geometrical parameters, able to evaluate the soil resistance when subjected to lateral pipe movements for shallow burial depths. The centrifuge data are then compared with the proposed analytical model and with literature data, revealing good agreement in both cases. DEWEY : 624.1 ISSN : 1090-0241 En ligne : http://ascelibrary.org/gto/resource/1/jggefk/v136/i7/p950_s1?isAuthorized=no

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