Rheological behavior and setting time of microfine cement-based grouts

ACI Structural Journal

Volumn 97, Issue 4, 2000, Pages 472-478

  Perret, Stéphanie ^a   Palardy, Danielle ^a   Ballivy, Gérard ^a  

^a NONE

Author keywords

Grout; Rheology; Water reducing (high range) admixture

Indexed keywords

GROUTING; OPTIMIZATION; RHEOLOGY; SLAG CEMENT;

ADMIXTURES; HIGH RANGE WATER REDUCER; MICROFINE CEMENT;

PORTLAND CEMENT;

EID: 0034236967     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (13)

1. Houlsby, A. C, Construction and Design of Cement Grouting, A Guide to Grouting in Rock Foundations, John Wiley & Sons, Inc., New York, 1990,442 pp.
2. AFTES (Association Française des Travaux En Souterrain), "Recommendations Concerning Grouting for Underground Structures Rehabilitation," -Tunnels et Ouvrages Souterrains, No.. 146, 1998, pp. 103-134. (in French)
3. Perret, S., and Ballivy, G., 'Technical Study of Microfine Cements," Report GR-99-02-03, Civil Engineering Department, Université de Sherbrooke, 1999, 11 pp. (in French)
4. Miltiadou, A. E., "Study of Hydraulic Grouts for the Reinforcement of Structures and Historic Masonry Buildings," Report OA8, Laboratoire Central des Ponts et Chaussées, Paris, 1991, 278 pp. (in French)
5. Benhamou, O., "Rheological Behavior of Ultrafine Cement-Based Grouts," PhD thesis. Ecole Nationale Supérieure des Mines de Paris, 1992, 332 pp. (in French)
6. Ballivy, G.; Saleh, K.; Mnif, T.; Maniez, T.; Landry, L. M.; and Nadeau, G., "Rehabilitation of Concrete Dams: Laboratory Simulation of Cracking and Injectability," Proceedings of the Conference on Grouting, Soil Improvement and Geosynthetics, ASCE, GSP No.. 30, New Orleans, 1992, pp. 614-625.
7. Saleh, K.; Mirza, J.; Ballivy, G.; and Mnif, T., "Selection Criteria for Portland and Microfine Cement-Based Grout," International Conference on Grouting in Rocks and Concrete, Balkema, Salzburg, 1993, pp. 97-105.
8. Aitcin, P. C; Jolicoeur, C; and MacGregor, J., "Superplasticizers: How They Work and Why They Occasionally Don't," Concrete International, V. 16, No.. 5, May, 1994, pp. 45-52.
9. Kantro, D. L., "Influence of Water-Reducing Admixtures on Properties of Cement Pastes-A Miniature Slump Test," Cement, Concrete andAggregate, CCAGDP, V. 2, No.. 2,1980, pp. 95-102.
10. Khayat, K. H.; Ballivy, G.; and Gaudreault, A. M., "High-Performance Cement Grout for Underwater Crack Injection," Canadian Journal of Civil Engineering, V. 24, 1997, pp. 405-418.
11. Mnif, T.; Ballivy, G.; and Laporte, R-, 'Technical Guidé to Pressure Grouting in the Masonry Walls of the Heritage Locks of the Rideau Canal, Ontario," Civil Engineering Department, Université de Sherbrooke, 1996.
12. Sebok, T., "The Effects of Molar Parameters of Sulfonated Melamine and Formaldehyde Polycondensates on Mortar Properties," 8th International Congress on Chemistry of Cements, Rio de Janeiro, V. Ill, No.. 2,1986, pp. 34-39.
13. Cunningham, J. C.; Dury, B. L.; and Gregory, T., "Absorption Characteristics of Sulfonated Melamine Formaldehyde Condensâtes by HighPerformance Size Exclusion Chromatography," Cement and Concrete Research, V. 19, No.. 6,1989, pp. 919-928.