Skip to main content
Log in

Early age and hardened performance of cement pastes combining mineral additions

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

Abstract

To asses the influence of mineral additions (MA) at early age and on hardened performance of fluid cement based pastes, an experimental program was carried out. The design of the mixtures correspond to paste compositions used in self compacting concretes of moderated strength, as those employed for architectural applications. Two types of fillers (limestone and quartzite) have been used to substitute 50 % of cement in a reference paste, with and without a high range water reducing admixture. Then, three active MA (microsilica, nanosilica and metakaolin) were combined. A physical and mechanical characterization in the hardened state showed that the inclusion of MA to a cement-filler mixture can moderately improve the hardened performance of the pastes. Air and water cured samples were tested in order to evaluate the influence of curing conditions. At early ages (24 h), in situ temperature and ultrasonic pulse velocity were monitored on samples with limestone filler, combined with the three active MA, to study the reaction process and microstructure development, respectively. The reaction degree of the samples under study during the first 24 h was related to the microstructure development. Evaporation, drying shrinkage and cracking at early age were also monitored, considering an air flow of 3 m/s on the exposed sample surface. Some relations were described linking cracking risks at early ages with the chemical and physical phenomena involved at early age microstructure evolution.

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
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17

Similar content being viewed by others

References

  1. Aïtcin PC (2000) Cements of yesterday and today concrete of tomorrow. Cem Concr Res 30:1349–1359

    Article  Google Scholar 

  2. Lothenbach B, Scrivener K, Hooton RD (2011) Supplementary cementitious materials. Cem Concr Res 41(12):1244–1256

    Article  Google Scholar 

  3. Bentz DP (2008) A review of early-age properties of cement-based materials. Cem Concr Res 38:196–204

    Article  Google Scholar 

  4. Boumiz CV, Tenoudj FC (1996) Mechanical properties of cement pastes and mortars at early ages—evolution with time and degree of hydration. Adv Cem Based Mater 3:94–106

    Google Scholar 

  5. Poppe A-M, De Schutter G (2005) Cement hydration in the presence of high filler contents. Cem Concr Res 35:2290–2299

    Article  Google Scholar 

  6. Ye G, Liu X, De Schutter G, Poppe A-M, Taerwe L (2007) Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes. Cem Concr Compos 29:94–102

    Article  Google Scholar 

  7. Ye G, Liu X, Poppe AM, De Schutter G, van Breugel K (2007) Numerical simulation of the hydration process and the development of microstructure of self-compacting cement paste containing limestone as filler. Mater Struct 40:865–875

    Article  Google Scholar 

  8. Kadri EH, Aggoun S, De Schutter G, Ezziane K (2010) Combined effect of chemical nature and fineness of mineral powders on Portland cement hydration. Mater Struct 43:665–673

    Article  Google Scholar 

  9. Siddique R, Klaus J (2009) Influence of metakaolin on the properties of mortar and concrete: a review. Appl Clay Sci 43:392–400

    Article  Google Scholar 

  10. Lagier F, Kurtis KE (2007) Influence of Portland cement composition on early age reactions with metakaolin. Cem Concr Res 37:1411–1417

    Article  Google Scholar 

  11. Bai J, Wild S (2002) Investigation of the temperature change and heat evolution of mortar incorporating PFA and metakaolin. Cem Concr Compos 24:201–209

    Article  Google Scholar 

  12. Kadri EH, Duval R (2009) Hydration heat kinetics of concrete with silica fume. Constr Build Mater 23:3388–3392

    Article  Google Scholar 

  13. Langan BW, Weng K, Ward MA (2002) Effect of silica fume and fly ash on heat of hydration of Portland cement. Cem Concr Res 32:1045–1051

    Article  Google Scholar 

  14. Shih J-Y, Chang T-P, Hsiao T-C (2006) Effect of nanosilica on characterization of Portland cement composite. Mater Sci Eng, A 424:266–274

    Article  Google Scholar 

  15. Senff L, Hotza D, Repette WL, Ferreira VM, Labrincha JA (2010) Mortars with nano-SiO2 and micro-SiO2 investigated by experimental design. Constr Build Mater 24:1432–1437

    Article  Google Scholar 

  16. Sanchez F, Sobolev K (2010) Nanotechnology in concrete—a review. Constr Build Mater 24:2060–2071

    Article  Google Scholar 

  17. Gaitero JJ, Campillo I, Guerrero A (2008) Reduction of the calcium leaching rate of cement paste by addition of silica nanoparticles. Cem Concr Res 38:1112–1118

    Article  Google Scholar 

  18. Snelson DG, Wild S, O’Farrell M (2008) Heat of hydration of Portland Cement–Metakaolin–Fly ash (PC–MK–PFA) blends. Cem Concr Res 38:832–840

    Article  Google Scholar 

  19. Darquennes A, Khokhar MIA, Rozière E, Loukili A, Grondin F, Staquet S (2011) Early age deformations of concrete with high content of mineral additions. Constr Build Mater 25:1836–1847

    Article  Google Scholar 

  20. Holt E, Leivo M (2004) Cracking risks associated with early age shrinkage. Cem Concr Compos 26(5):521–530

    Article  Google Scholar 

  21. Uno P (1998) Plastic shrinkage cracking and evaporation formulas. ACI Mater J 95(4):365–375

    Google Scholar 

  22. Kraai PP (1985) A proposed test to determine the cracking potential due to drying shrinkage of concrete. Concr Construct 9(30):775–778

    Google Scholar 

  23. Barluenga G, Hernández-Olivares F (2007) Cracking control of concretes modified with short AR-glass fibers at early age: experimental results on standard concrete and SCC. Cem Concr Res 37(12):1624–1638

    Article  Google Scholar 

  24. Desmet B, Atitung KC, Abril Sanchez MA, Vantomme J, Feys D, Robeyst N, Audenaert K, De Schutter G, Boel V, Heirman G, Cizer Ö, Vandewalle L, Van Gemert D (2011) Monitoring the early-age hydration of self-compacting concrete using ultrasonic p-wave transmission and isothermal calorimetry. Mater Struct 44:1537–1558

    Article  Google Scholar 

  25. Hesse C, Goetz-Neunhoeffer F, Neubauer J (2011) A new approach in quantitative in situ XRD of cement pastes: correlation of heat flow curves with early hydration reactions. Cem Concr Res 41:123–128

    Article  Google Scholar 

  26. Voigt T, Grosse CU, Sun Z, Shah SP, Reinhardt H-W (2005) Comparison of ultrasonic wave transmission and reflection measurements with P- and S-waves on early age mortar and concrete. Mater Struct 38(8):729–738

    Article  Google Scholar 

  27. Robeyst N, Gruyaert E, Grosse CU, De Belie N (2008) Monitoring the setting of concrete containing blast-furnace slag by measuring the ultrasonic p-wave velocity. Cem Concr Res 38:1169–1176

    Article  Google Scholar 

  28. UNE-EN 196-9 (2011) Methods of testing cement—part 9: heat of hydration—semi-adiabatic method. Spanish Organization for Standardization (AENOR)

  29. Sant G, Dehadrai M, Bentz D, Lura P, Ferraris CF, Bullard JW, Weiss J (2009) Detecting the fluid-to-solid transition in cement pastes. Comparing experimental and numerical techniques. Concr Int—ACI Comittee 236:53–58

    Google Scholar 

  30. Ye G, Lura P, van Breugel K, Fraaij ALA (2004) Study on the development of the microstructure in cement-based materials by means of numerical simulation and ultrasonic pulse velocity measurement. Cem Concr Compos 26(5):491–497

    Article  Google Scholar 

  31. Trtnik G, Turk G, Kavčič F, Bosiljkov VB (2008) Possibilities of using the ultrasonic wave transmission method to estimate initial setting time of cement paste. Cem Concr Res 38:1336–1342

    Article  Google Scholar 

  32. UNE-EN 197-1 (2000) Cement—part 1: composition, specifications and conformity criteria for common cements. Spanish Organization for Standardization (AENOR)

  33. UNE-EN 1015-3 (2000) Determination of consistence of fresh mortar (by flow table). Spanish Organization for Standardization (AENOR)

  34. UNE-EN 196-1 (2005) Methods of testing cement—part 1: determination of strength Spanish Organization for Standardization (AENOR)

Download references

Acknowledgments

The authors want to acknowledge the contribution on the samples preparation and testing of the students Alvaro Mozas and Hector Arenas, and the help of Esperanza Salvador on the EDAX analysis of the SIDI of UAM, as well as the language revision done by Isabel Salto Weis. We would also want to thank R. Tascón, G. Sánchez and I. Pajares for their technical support. Some of the components were supplied by BASF Construction Chemicals España S. L., Omya Clariana SL and Cementos Portland Valderribas. Financial support for this research was provided by the grant CCG-08-UAH/MAT 4038, co-funded by University of Alcalá and the Comunidad de Madrid; PI3-2008-0499, funded by the Spanish Ministry of Science and Innovation, and the Research Program Geomateriales (S2009/Mat-1629), funded by the Comunidad de Madrid.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gonzalo Barluenga.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Barluenga, G., Palomar, I. & Puentes, J. Early age and hardened performance of cement pastes combining mineral additions. Mater Struct 46, 921–941 (2013). https://doi.org/10.1617/s11527-012-9944-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1617/s11527-012-9944-9

Keywords

Navigation