The effects of filtration on the injection of cement-based grouts in sand columns

Transport in Porous Media

Volumn 72, Issue 2, 2008, Pages 227-240

  Chupin, Olivier ^a   Saiyouri, Nadia ^a   Hicher, Pierre Yves ^a  

^a INSTITUT DE RECHERCHE EN GÉNIE CIVIL ET MÉCANIQUE GEM   (France)

Author keywords

Deep bed filtration; Finite element method; Flow; Grouting; Transport

Indexed keywords

CEMENTS; COLUMNS (STRUCTURAL); DENSITY (SPECIFIC GRAVITY); FILTRATION; FINITE ELEMENT METHOD; IMPREGNATION; MATHEMATICAL MODELS; NUMERICAL METHODS; SAND; TRANSPORT PROPERTIES; VISCOSITY;

DAMAGE COEFFICIENT; DEEP BED FILTRATION;

GROUTING;

CEMENTS; COLUMNS (STRUCTURAL); DENSITY (SPECIFIC GRAVITY); FILTRATION; FINITE ELEMENT METHOD; GROUTING; IMPREGNATION; MATHEMATICAL MODELS; NUMERICAL METHODS; SAND; TRANSPORT PROPERTIES; VISCOSITY;

CEMENT; DENSITY; FILTRATION; FINITE ELEMENT METHOD; GROUT; MODELING; POROUS MEDIUM; SAND; VISCOSITY;

EID: 39549088089     PISSN: 01693913     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11242-007-9146-z     Document Type: Article

References (29)

1. Ackerer P., Younes A., Mose R. (1999). Variable density flow and transport in porous medium: 1. numerical model and verification. Transport Porous Med. 35: 345-373
2. Bear J. (1972). Dynamics of Fluid in Porous Media. McGraw-Hill, New York
3. Bear J., Bachmat Y. (1991). Introduction to Modeling of Transport Phenomena in Porous Media. Kluwer Academic Publishers, Dordrecht
4. Bedrikovetsky P., Marchesin D., Shecaira F., Souza A.L., Milanez P.V., Rezende E. (2001). Characterization of deep bed filtration system from laboratory pressure drop measurements. J. Petrol. Sci. Eng. 32: 167-177
5. Bouchelaghem F., Vulliet L. (2001). Mathematical and numerical filtration-advection-dispersion model of miscible grout propagation in saturated porous media. Int. J. Numer. Anal. Geomech. 25: 1195-1227
6. Bouchelaghem F., Vulliet L. (2001). Real-scale miscible grout injection experiment and performance of advection-dispersion-filtration model. Int. J. Numer. Anal. Geomech. 25: 1149-1173
7. Brooks A.N., Hughes T.J.R. (1982). Streamline Upwind/Petrov-Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations. Comput. Meth. Appl. Mech. Eng. 32: 199-259
8. Chupin, O.: Ecoulement et transport couplés en milieu poreux saturé: Application à l'injection des sols. Dissertation, Ecole Centrale de Nantes et Université de Nantes, France (2005)
9. Chupin, O., Saiyouri, N., Hicher, P.-Y.: Simulation of miscible grout injection in saturated porous media. In: 9th International Symposium on Numerical Models in Geomechanics, Ottawa (Canada), 25-27 August 2004
10. Dano, C., Hareb, H., Hicher, P.-H.: Characterization of Loire river sand in the small strain domain using new bender-extender elements. In: 16th ASCE Engineering Mechanics Conference, University of Washington, Seattle, 16-18 July 2003
11. Diersch H.-J.G., Kolditz O. (2002). Variable-density flow and transport in porous media: Approaches and challenges. Adv. Water Resour. 25: 899-944
12. Dulien, F.A.L.: Porous Media, Fluid Transport and Pore Structure. Academic Press, Inc. (London) Ltd (1979)
13. Eriksson M., Stille H., Andersson J. (2000). Numerical calculations for grout spread with account for filtration and varying aperture. Tunn. Undergr. Space Technol. 15: 353-364
14. Frolkovic P., De Schepper H. (2001). Numerical modelling of convection dominated transport coupled with density driven flow in porous media. Adv. Water Resour. 24: 63-72
15. Hassanizadeh M., Gray W.G. (1979). General conservation equations for multi-phase systems: 1. averaging procedure. Adv. Water Resour. 2: 131-144
16. Herzig J.P., Leclerc D.M., LeGoff P. (1970). Flow of suspensions through porous media - application to deep bed filtration. Ind. Eng. Chem. 62(5): 8-35
17. Isawaki T. (1937). Some notes on sand filtration. J. Am. Water Works Ass. 29: 1591
18. Kolditz O., Ratke R., Diersch H.-J.G., Zielke W. (1998). Coupled groundwater flow and transport: 1. verification of variable density flow and transport models. Adv. Water Resour. 21(1): 27-46
19. Langtangen H.P. (1999). Computational Partial Differential Equations: Numerical Methods and Diffpack Programming. Springer-Verlag, Berlin
20. McDowell-Boyer L.M., Hunt J.R., Sitar N. (1986). Particle transport through porous media. Water Resour. Res. 22(13): 1901-1921
21. Oldenburg C.M., Pruess K. (1995). Dispersive transport dynamics in a strongly coupled groundwater-brine flow system. Water Resour. Res. 31: 289-302
22. Pinder G.F., Cooper H.H. (1970). A numerical technique for calculating the transient position of the saltwater front. Water Resour. Res. 6(3): 875-882
23. Reger S.D., Fogler H.S. (1988). A network model for deep bed filtration of solid particles and emulsion drops. AIChE J. 34(11): 1761-1772
24. Saada Z., Canou J., Dormieux L., Dupla J.C., Maghous S. (2005). Modelling of cement suspension flow in granular porous media. Int. J. Numer. Anal. Meth. Geomechan. 29: 691-711
25. Schwarz, L.G.: Roles of Rheology and Chemical Filtration on Injectability of Microfine Cement Grout. Ph.D. Thesis, Northwestern University, USA, p. 503 (1997)
26. Simpson M.J., Clement T.P. (2003). Theoretical analysis of the worthiness of Henry and Elder problems as benchmarks of density-dependent groundwater flow models. Adv. Water Resour. 26: 17-31
27. Voss C.I., Souza W.R. (1987). Variable density flow and solute transport simulation of regional aquifers containing a narrow freshwater-saltwater transition zone. Water Resour. Res. 26: 2097-2106
28. Sharma M.M., Yortsos Y.C. (1987). Transport of particulate suspensions in porous media: Model formulation. AIChE J. 33: 1636-1643
29. Tarafdar S., Dey A., Gupta B.S. (1992). A multiple state stochastic model for deep bed filtration. Chem. Eng. Technol. 15(1): 44-50