A method for measuring and evaluating the penetrability of grouts

Geotechnical Special Publication

Volumn , Issue 120 II, 2003, Pages 1326-1337

  Eriksson, Magnus ^a   Stille, Håkan ^a  

^a ROYAL INSTITUTE OF TECHNOLOGY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; DENSITY MEASUREMENT (SPECIFIC GRAVITY); GROUTING; MECHANICAL VARIABLES MEASUREMENT; PLASTICIZERS; PRESSURE EFFECTS; SUPERPLASTICITY; THICKNESS MEASUREMENT;

FILTER CAKE; GROUTS; SUPERPLASTICIZERS;

ROCK MECHANICS;

EID: 0037275824     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40663(2003)79     Document Type: Conference Paper

References (14)

1. Amadei, B., (2000). A Mathematical Model for Flow of Bingham Material is Fractures. Proc.4th NARMS Conf.: Pacific Rocks 2000, "Rock around the Rim", (J. Girard, M. Liebman, Ch. Breeds & T. Doe eds), Balkema, 2000.
2. Amadei, B., Savage, W.Z., (2001). An Analytical Solution for Transient Flow of Bingham Viscoplastic Materials in Rock Fractures. Int. J. Rock Mech. & Min. Sci. 38, pp. 285-296.
3. Brantberger, M., Nelson, M., (1998). Hallandsås Ridge Railway Tunnel - Development of Pre-grouting Methodology. Proc. to Underground Constructions in Modern Infrastructure, (Franzén, Bergdahl & Nordmark eds), 1998 A.A. Balkema Rotterdam. ISBN 90 5410 964 5, pp 405-409.
4. Eriksson, M., Dalmalm, T., Brantberger, M., Stille, H., (1999). Bleed and Filtration Stability of Cement Based Grouts - A literature and Laboratory Study. Proc. to the National Group ISRM, Rock Mechanics Meeting 2000, Swedish Rock Engineering Research, Stockholm, Sweden, pp 203-225 (In Swedish, English abstract)
5. Eriksson, M., Stille, H., Andersson, J. (2000). Numerical Calculations for Prediction of Grout Spread with Account for Filtration and Varying Aperture, Tunnelling and Underground Space Technology, Vol. 15, No. 4, pp 353-364.
6. Eriksson, M., (2001). Numerical Calculations of Grout Propagation Subjected to Filtration - Comparison to Laboratory Experiments, Proc. Rock Mechanics - a Challenge for Society, (Särkkä & Eloranta, eds.), 2001 Swets & Zeitlinger Lisse, ISBN 90 2651 821 8, pp 567-572.
7. Eriksson, M. (2002). Grouting Field Experiment at Äspö Hard Rock Laboratory, Tunnelling and Underground Space Technology, Vol 17, No. 3, pp 287-293.
8. Feder, G., (1993). The Pressure Necessary to Start the Grouting Procedure. Proc. of the International Conference on Grouting in Rock and Concrete, Salzburg, A.A Balkerma, ISBN 90 5410 350 7, pp 399-402.
9. Hansson, P., (1995). Filtration Stability of Cement Grout for Injection of Concrete Structures. IABSE Symposium, San Francisco, pp 1199-1204.
10. Lagerblad, B., (1998). Undersökning av cementbaserade injekteringsmedel i sprickor - Exempel från Äspölaboratoriet. SKB, Work report AR D-98-18, Stockholm, (in Swedish)
11. Moon, H.K., Song, M.K., (1997). Numerical and Experimental Analysis of Penetration Grouting in Jointed Rock Masses. Int. J. Rock Mech. & Min. Sci. 34:3-4, paper No. 206.
12. Martinet, P., (1998). Flow and Clogging Mechanisms in Porous Media with Applications to Dams. Doctoral Thesis, Division of Hydraulic Engineering, Dep. of Civil and Environmental Engineering, Royal Institute of Technology, Stockholm, Sweden.
13. Schwarz, L.G. (1997). Roles of Rheology and Chemical Filtration on Injectability of Microfine Cement Grouts, Dissertation Thesis, North Western University, Evanstone, Illinois, UMI number 9814310
14. Viseur, V., Barroulet, M. (1998). Critéres d'inectabilité de coulis de ciments ultrafins (Criteria of injectability of very fine cement grouts). Materials and Structures, Vol. 31, July 1998, 393-399.