Water permeability of granular suspensions: Application to the bleeding of fresh concrete;Perméabilité à l'eau des suspensions granulaires. Application au ressuage du béton frais

Bulletin des Laboratories des Ponts et Chaussees

Volumn , Issue 241, 2002, Pages 61-70+115+117

  Josserand, Laurent ^a   Ildefonse, Jean Pierre ^a   De Larrard, François ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

BLEEDING SYSTEMS; CORRELATION METHODS; GRANULAR MATERIALS; MECHANICAL PERMEABILITY; SUSPENSIONS (FLUIDS);

PERMEAMETRIC TESTING;

CONCRETE CONSTRUCTION;

EID: 0242665722     PISSN: 12691496     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. GIACCIO G., GIOVAMBATTISTA A., Bleeding: Evaluation of its effects on concrete behaviour, Materials and Structures (RILEM), vol. 112, July-August 1986, pp. 265-71.
2. LOH C.K., TAN T.S., YONG K.Y., WEE T.H., An experimental study on bleeding and channelling of cement paste and mortar, Advances in cement research, January 1998, 10, 1, pp. 1-16.
3. POWER T.C., The properties of fresh concrete, J. Wiley & Sons, 1968, pp. 533-652.
4. JOSSERAND L., Ressuage des bétons hydrauliques, Thèse de doctorat de l'École nationale des ponts et chaussées, octobre, 2002.
5. HARRIS C.C., Flow through porous media. Examination of the immobile fluid model, Powder technology, 17, 1977, pp. 235-252.
6. DE MARSILY G., Quantitative hydrogeology, Academic press, 1981.
7. JOSSERAND L., de LARRARD F., Experimental study of scale effect in fresh mortar bleeding, Innovations and Developments in Concrete Materials and Construction, International Congress of Dundee, Scotland, October 2002, pp. 819-826.
8. KAPLAN D., Pompage des bétons, Études et recherches des Laboratoires des ponts et chaussées, OA 36, 2001, 225 pages.
9. LECOMTE A., de LARRARD F., MECHLING J.-M., Résistance à la compression de bétons hydrauliques au squelette granulaire non optimisé, Bulletin des laboratoires des Ponts et Chaussées, 234, septembre 2001, pp. 89-105.