Impact of Air Entrainment on the Microstructure and Mechanical Performance of High Performance Mortar

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Abstract:

High performance self-compacting mortar has the ability to push out air bubbles under its own weight. Consequently, the resistance against freeze-thaw cycles with or without deicing salts can decrease due to the total air content reduction. In order to assure the necessary expansion zones1,2 air entraining agents (AEA) are commonly used to increase the amount of stable air bubbles. Depending on the mixture, the workability and rheology decrease or increase by the entrained air bubbles3. This will depend on the ratio between the surface tension and the shear stress applied during the test. If the latter can overcome the first, the bubbles will deform and increase the fluidity of the mixture. Besides the influence on the durability and the fresh concrete, air entraining agents also alter the pore structure and the mechanical performance of the mortar. The effect of AEA on these properties is the subject of this paper. The pore structure is examined on two different levels. On the one hand, mercury intrusion porosimetry is used to investigate the capillary porosity, ranging from 10 nm to 10 μm. On the other hand air void analysis and fluorescence microscopy is performed to evaluate the larger air bubbles ranging from 0.1 mm to 1 mm4. Both techniques showed an overlap in their measuring range. Consequently it was possible to compare the techniques critically. Similar as in literature, mercury intrusion porosimetry underestimates the amount of larger air bubbles in mortar, due to its measuring principle5. Furthermore, the bubbles with a diameter of 80 μm increase significantly by the addition of AEA. This confirms the average air bubble size often used in literature to explain the influence of AEA on the workability and rheology3. The influence of air entraining agent on the mechanical performance was tested by the compressive and bending tensile strength. In conclusion, a good balance is necessary between the air content necessary for a proper freeze-thaw resistance without changing the mechanical performance drastically.

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Key Engineering Materials (Volumes 629-630)

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358-365

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October 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Setzer M.J., Development of the micro-ice-lens model, International RILEM Workshop on Frost Resistance of Concrete, 2002, 133-145.

Google Scholar

[2] Chatterji S., Freezing of air-entrained cement-based materials and specific actions of air-entraining agents, Cement & Concrete Composites, 25 (2003) 759-765.

DOI: 10.1016/s0958-9465(02)00099-9

Google Scholar

[3] Hot J. and Roussel N., Fluidifying effect of air entraining agents (AEA), Proceedings of the 7th RILEM Conference on Self-Compacting Concrete, Paris, 2-4 September 2013, 1-7.

Google Scholar

[4] Mindess S., Young J.F., Darwin D., Concrete, 2nd Edition, Prentice Hall, Englewood Cliffs, NJ, (2002).

Google Scholar

[5] Diamond S., Mercury porosimetry an inappropriate method for the measurement of pore size distribution in cement-based materials, Cement and Concrete Research, 30 (2000) 1517-1525.

DOI: 10.1016/s0008-8846(00)00370-7

Google Scholar

[6] Dils J., De Schutter G. and Boel V., Influence of mixing procedure and mixer type on fresh and hardened properties of concrete: a review, Materials and Structures, 45 (2012) 1673-1683.

DOI: 10.1617/s11527-012-9864-8

Google Scholar

[7] Zhou J., Ye G. and Van Breugel K., Characterization of pore structure in cement-based materials using pressurization-depressurization cycling mercury intrusion porosimetry (PDC-MIP), Cement and Concrete Research, 40 (2010) 1120-1128.

DOI: 10.1016/j.cemconres.2010.02.011

Google Scholar

[8] Feys D., Verhoeven R., et al., Fresh self-compacting concrete, a shear thickening material, Cement and Concrete Research, 38 (2008) 920-929.

DOI: 10.1016/j.cemconres.2008.02.008

Google Scholar