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Flow conditions of fresh mortar and concrete in different pipes / Stefan Jacobsen in Cement and concrete research, Vol. 39 N° 11 (Novembre 2009) 

Public ISBD [article]  in Cement and concrete research > Vol. 39 N° 11 (Novembre 2009) . - pp. 997–1006 Titre : Flow conditions of fresh mortar and concrete in different pipes Type de document : texte imprimé Auteurs : Stefan Jacobsen, Auteur ; Lars Haugan, Auteur ; Tor Arne Hammer, Auteur Année de publication : 2010 Article en page(s) : pp. 997–1006 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Fresh  concrete;  Workability;  Rheology;  Pumping Index. décimale : 691 Matériaux de construction. Pièces et parties composantes Résumé : The variation in fresh concrete flow rate over the pipe cross section was investigated on differently coloured and highly flowable concrete mixes flowing through pipes of different materials (rubber, steel, acryl). First, uncoloured (gray) concrete was poured through the pipe and the pipe blocked. Similar but coloured (black) concrete was then poured into the pipe filled with gray concrete, flowing after the gray concrete for a while before being blocked and hardened. The advance of the colouring along the pipe wall (showing boundary flow rate) was observed on the moulded concrete surface appearing after removing the pipe from the hardened concrete. The shapes of the interfaces between uncoloured and coloured concrete (showing variation of flow rate over the pipe cross section) were observed on sawn surfaces of concrete half cylinders cut along the length axes of the concrete-filled pipe. Flow profiles over the pipe cross section were clearly seen with maximum flow rates near the centre of the pipe and low flow rate at the pipe wall (typically rubber pipe with reference concrete without silica fume and/or stabilizers). More plug-shaped profiles, with long slip layers and less variation of flow rate over the cross section, were also seen (typically in smooth acrylic pipes). Flow rate, amount of concrete sticking to the wall after flow and SEM-images of pipe surface roughness were observed, illustrating the problem of testing full scale pumping. DEWEY : 620.13 ISSN : 0008-8846 En ligne : http://www.bledco.com/business/Rouiba/education/Enseignement-universitaire/ECOLE [...] [article] Flow conditions of fresh mortar and concrete in different pipes [texte imprimé] / Stefan Jacobsen, Auteur ; Lars Haugan, Auteur ; Tor Arne Hammer, Auteur . - 2010 . - pp. 997–1006. Génie Civil Langues : Anglais (eng) in Cement and concrete research > Vol. 39 N° 11 (Novembre 2009) . - pp. 997–1006 Mots-clés : Fresh  concrete;  Workability;  Rheology;  Pumping Index. décimale : 691 Matériaux de construction. Pièces et parties composantes Résumé : The variation in fresh concrete flow rate over the pipe cross section was investigated on differently coloured and highly flowable concrete mixes flowing through pipes of different materials (rubber, steel, acryl). First, uncoloured (gray) concrete was poured through the pipe and the pipe blocked. Similar but coloured (black) concrete was then poured into the pipe filled with gray concrete, flowing after the gray concrete for a while before being blocked and hardened. The advance of the colouring along the pipe wall (showing boundary flow rate) was observed on the moulded concrete surface appearing after removing the pipe from the hardened concrete. The shapes of the interfaces between uncoloured and coloured concrete (showing variation of flow rate over the pipe cross section) were observed on sawn surfaces of concrete half cylinders cut along the length axes of the concrete-filled pipe. Flow profiles over the pipe cross section were clearly seen with maximum flow rates near the centre of the pipe and low flow rate at the pipe wall (typically rubber pipe with reference concrete without silica fume and/or stabilizers). More plug-shaped profiles, with long slip layers and less variation of flow rate over the cross section, were also seen (typically in smooth acrylic pipes). Flow rate, amount of concrete sticking to the wall after flow and SEM-images of pipe surface roughness were observed, illustrating the problem of testing full scale pumping. DEWEY : 620.13 ISSN : 0008-8846 En ligne : http://www.bledco.com/business/Rouiba/education/Enseignement-universitaire/ECOLE [...]