Skip to main content
Log in

Particle migration during concrete rheometry: How bad is it?

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

The development and use of concrete rheometers has undergone a shift from complicated to more simple geometries over the last 50 years, mainly due to the introduction of flowable concrete mixtures. One of the reasons for the complex rheometer designs in the 1970s and 1980s was to avoid or minimize particle migration. Literature has revealed that particle migration can become an important factor disturbing the accuracy of rheological measurements in concentrated suspensions. In this paper, the rheological properties of concrete and mortar mixtures with different consistencies and different aggregate contents are investigated. These properties are obtained with three different coaxial cylinder rheometers configurations. Two of the configurations are identical, except the size of the outer cylinder. Mortar results appear not to be affected by particle migration, but measurements on concrete are affected. The difference in rheological properties between the different configurations increases with increasing aggregate content and increasing yield stress-to-plastic viscosity ratio, which is related to plug flow. Particle migration appears to be a minor factor affecting the measurements on flowable concrete mixtures, but for conventional concrete mixtures, the measurements are less reliable and can even become invalid.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5

Similar content being viewed by others

References

  1. Wallevik OH, Wallevik JE (2011) Rheology as a tool in concrete science: the use of rheographs and workability boxes. Cem Concr Res 41–12:1279–1288

    Article  Google Scholar 

  2. Wallevik OH (2003), Rheology—a scientific approach to develop self-compacting concrete. In: Proceedings of the 3rd International RILEM Symposium on SCC, Reykjavik, pp. 23–31

  3. Roussel N, Geiker MR, Dufour F, Thrane LN, Szabo P (2007) Computational modeling of concrete flow: general overview. Cem Concr Res 37–9:1298–1307

    Article  Google Scholar 

  4. Thrane LN (2012) Modelling the flow of self-compacting concrete. In: Roussel N (ed) Understanding the rheology of concrete. Woodhead Publishing Ltd., Cambridge

    Google Scholar 

  5. Roussel N, Gram A (2014) Simulation of fresh concrete flow: State-of-the-Art report of the RILEM Technical Committee 222-SCF, RILEM State-of-the-art reports, vol 15. Springer, Dordrecht

    Google Scholar 

  6. Roussel N (2006) A thixotropy model for fresh fluid concretes: theory, validation and applications. Cem Concr Res 36–10:1797–1806

    Article  Google Scholar 

  7. Assaad J, Mesbah H (2003) Variation of formwork pressure with thixotropy of self-consolidating concrete. ACI Mater J 100-111:29–37

    Google Scholar 

  8. Gregori A, Ferron RP, Sun Z, Shah SP (2008) Experimental simulation of self-consolidating concrete formwork pressure. ACI Mat. J 105-111:97–104

    Google Scholar 

  9. Kaplan D (2001) Pumping of concrete. Ph-D dissertation, LCPC, Paris (in French)

  10. Feys D, Khayat KH, Perez-Schell A, Khatib R (2015) Prediction of pumping pressure by means of new tribometer for highly-workable concrete. Cem Concr Compos 57:102–115

    Article  Google Scholar 

  11. Jarny S, Roussel N, Le Roy R, Coussot P (2008) Modelling thixotropic behavior of fresh cement pastes from MRI measurements. Cem Concr Res 38–5:616–623

    Article  Google Scholar 

  12. Tattersall GH (1955) The rheology of Portland cement pastes. Br J Appl Phys 6:165–167

    Article  Google Scholar 

  13. Wallevik JE (2009) Rheological properties of cement paste: thixotropic behavior and structural breakdown. Cem Concr Res 39:14–29

    Article  Google Scholar 

  14. Wallevik JE (2003) Rheology of particle suspensions—fresh concrete, mortar and cement paste with various types of lignosulfonates. Ph.D dissertation, NTNU, Trondheim

  15. Gadala-Maria F, Acrivos A (1980) Shear-induced structure in a concentrated suspension of solid spheres. J Rheol 24:799–814

    Article  Google Scholar 

  16. Ovarlez G, Bertrand F, Rodts S (2006) Local determination of the constitutive law of a dense suspension of non-colloidal particles through MRI. J Rheol 50:259–292

    Article  Google Scholar 

  17. Fall A, Lemaitre A, Bertrand F, Bonn D, Ovarlez G (2010) Shear thickening and migration in granular suspensions. Phys Rev Lett 105:268303

    Article  Google Scholar 

  18. Spangenberg J, Roussel N, Hattel JH, Stang H, Skocek J, Geiker MR (2012) Flow induced particle migration in fresh concrete: theoretical frame, numerical simulations and experimental results on model fluids. Cem Concr Res 42:633–641

    Article  Google Scholar 

  19. Hafid H, Ovarlez G, Toussaint F, Jezequel PH, Roussel N (2015) Assessment of potential concrete and mortar rheometry artifacts using magnetic resonance imaging. Cem Concr Res 71:29–35

    Article  Google Scholar 

  20. Tattersall GH (1973) The rationale of a two-point workability test. Mag Concr Res 25:169–172

    Article  Google Scholar 

  21. Tattersall GH, Bloomer SJ (1979) Further development of the two-point test for workability and extension of its range. Mag Concr Res 31:202–210

    Article  Google Scholar 

  22. Tattersall GH, Banfill PFG (1983) The rheology of fresh concrete. Pitman, London

    Google Scholar 

  23. Beaupre D, Mindess S (1994) Rheology of fresh shotcrete. In Bartos PJM (ed) Proceedings of the International RILEM Workshop: Special concretes, pp. 225–235

  24. Feys D, Verhoeven R, De Schutter G (2007) Evaluation of time independent rheological models applicable to fresh self-compacting concrete. Appl Rheol 17–5:56244

    Google Scholar 

  25. Wallevik OH, Gjorv OE (1990) Development of a coaxial cylinder viscometer for fresh concrete. In Proceedings of the RILEM Coll. on properties of fresh concrete. Chapman & Hall, Hanover, pp. 213–224

  26. De Larrard F, Szitkar JC, Hu C, Joly M (1994) Design of a rheometer for fluid concretes. In Bartos PJM (ed) Proceedings of the International RILEM Workshop: Special concretes, pp. 201–208

  27. Koehler EP, Fowler DW (2004) Development of a portable rheometer for fresh portland cement concrete, Research Report ICAR 105-3F. International Center for Aggregates Research, Austin, p 321

    Google Scholar 

  28. Catherine C, Schwartzentruber A (2000) Method of the concrete equivalent mortar (CEM)—a new tool to design concrete containing admixture. Mater Struct 33:475–482

    Article  Google Scholar 

  29. Erdem TK, Khayat KH, Yahia A (2009) Correlating rheology of self-consolidating concrete to corresponding concrete-equivalent mortar. ACI Mater J 106:154–160

    Google Scholar 

  30. Geiker MR, Brandl M, Thrane LN, Bager DH, Wallevik O (2002) The effect of measuring procedure on the apparent rheological properties of self-compacting concrete. Cem. Concr. Res. 32–11:1791–1795

    Article  Google Scholar 

  31. Wallevik OH, Feys D, Wallevik JE, Khayat KH (2015) Avoiding inaccurate interpretations of rheological measurements for cement-based materials. Cem. Concr. Res. 78:100–109

    Article  Google Scholar 

  32. Feys D, Wallevik JE, Yahia A, Khayat KH, Wallevik OH (2013) Extension of the Reiner-Riwlin equation to determine modified Bingham parameters measured in coaxial cylinders rheometers. Mat. Struct. 46–1(2):289–311

    Article  Google Scholar 

  33. Reiner M (1949) Deformation and flow. An elementary introduction to theoretical rheology. Lewis & Co Ltd, Great Britain

    MATH  Google Scholar 

  34. Galvez Moreno D (2015) Robustness of self-consolidating concrete with materials available in the Monterrey, Nuevo Leon region. M.Sc. dissertation, Universidad Autonoma de Nuevo Leon, Monterrey (in Spanish)

  35. Ovarlez G, Mahaut F, Bertrand F, Chateau X (2011) Flow heterogeneities with a vane tool: magnetic resonance imaging measurements. J Rheol 55–2:197–223

    Article  Google Scholar 

  36. Zhu H, Martys NS, Ferraris CF, De Kee D (2010) A numerical study of the flow of Bingham-like fluids in two-dimensional vane and cylinder rheometers using a smoothed particle hydrodynamics (SPH) based method. J Non-Newton Fluid Mech 165:362–375

    Article  MATH  Google Scholar 

  37. Wallevik JE (2014) Effect of the hydrodynamic pressure on shaft torque for a 4-blades vane rheometer. Int J Heat Fluid Flow 50:95–102

    Article  Google Scholar 

  38. Yammine J, Chaouche M, Guerinet M, Moranville M, Roussel N (2008) From ordinary rheology concrete to self compacting concrete: a transition between frictional and hydrodynamic interactions. Cem. Concr. Res. 38:890–896

    Article  Google Scholar 

  39. Ferraris CF, Brower LE, Banfill P, Beaupre D, Chapdelaine F, de Larrard F, Domone P, Nauchbaur L, Sedran T, Wallevik O, Wallevik JE (2001) Comparison of concrete rheometers: International tests at LCPC (Nantes, France) in October 2000, NIST Report 6819, Gaithersburg

  40. Ferraris CF, Brower LE, Beaupre D, Chapdelaine F, Domone P, Koehler E, Shen L, Sonebi M, Struble L, Tepke D, Wallevik O, Wallevik JE (2004) Comparison of concrete rheometers: International tests at MB (Cleveland OH, USA) in May 2003, NIST Report 7154, Gaithersburg

  41. Martys NS, Ferraris CF, George WL (2016) Modeling of suspension flow in pipes and rheometers. In: Proceedings of the 8th International RILEM and the 6th North American Conference on SCC, Washington, DC

  42. Chapdelaine F (2007) Fundamental and practical study on pumping of concrete. Ph.D dissertation, Université Laval, Quebec-City (in French)

  43. Ngo TT (2009) Influence of concrete composition on pumping parameters and validation of a prediction model for the viscous constant. Ph.D dissertation, Université Cergy-Pontoise (in French)

  44. Feys D, Khayat KH, Perez-Schell A, Khatib R (2014) Development of a tribometer to characterize lubrication layer properties of highly-workable concrete. Cem Concr Compos. 54:40–52

    Article  Google Scholar 

  45. Thrane LN (2007) Form filling with self-compacting concrete. Ph.D dissertation, Danish Technological Institute—Technical University of Denmark, Copenhagen

  46. Esmaeilkhanian B, Feys D, Khayat KH, Yahia A (2014) New test method to evaluate dynamic stability of self-consolidating concrete. ACI Mat. J. 111-113:299–307

    Google Scholar 

Download references

Acknowledgements

The authors would like to acknowledge NSERC in Canada and all industrial partners involved in the industrial research chair on flowable concrete with adapted rheology (Universite de Sherbrooke, 2007–2012) for the financial support, and the technical staff at the Civil Engineering Department at the Universite de Sherbrooke for their assistance during the experimental program.

Funding

The research work has been funded by NSERC in Canada (Industrial Research Chair 363837-07).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Dimitri Feys.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Feys, D., Khayat, K.H. Particle migration during concrete rheometry: How bad is it?. Mater Struct 50, 122 (2017). https://doi.org/10.1617/s11527-016-0992-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1617/s11527-016-0992-4

Keywords

Navigation