Alkali-activated slag mortars reinforced with ar glassfibre. Performance and properties

Authors

  • F. Puertas Instituto de Ciencias de la Construcción Eduardo Torroja (CSIC), Madrid
  • A. Gil-Maroto Instituto de Ciencias de la Construcción Eduardo Torroja (CSIC), Madrid
  • M. Palacios Instituto de Ciencias de la Construcción Eduardo Torroja (CSIC), Madrid
  • T. Amat Instituto de Ciencias de la Construcción Eduardo Torroja (CSIC), Madrid

DOI:

https://doi.org/10.3989/mc.2006.v56.i283.10

Keywords:

alkali-activated slag mortars, glassfibre, mechanical strength, shrinkage, heat resistance

Abstract


In light of the practical problem posed by the high drying shrinkage rate exhibited by alkali-activated slag (AAS),due to these materials exhibited a high drying shrinkage the present study analyzes the behaviour of alkali-activated slag mortars reinforced with alkali-resistant (AR) glass fiber especially designed to reduce drying shrink aging cementitious systems. To this end, both alkali-activated slag and reference Portland cement mortars were prepared, with and without AR fiber (in dosages ranging from 0 to 1.1% by weight of the binder). These mortars were subjected to the following tests: drying shrinkage,mechanical strength after 2, 7 and 28 days, toughness,and high temperature. The microstructure of the materials was also studied by SEM/EDX techniques. At a percentage of 0.22%, AR fiber was found to induce a significant reduction (over 20%) in drying shrinkage, without detracting from the fine resistance strength, of alkali activated slag mortar. Moreover, plain activated slag mortars recovered 20% of their initial mechanical strength after exposure to high temperatures, and ins specimens reinforced with glass fiber at a rate of 0.22%,recovery climbed to 50%.

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References

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Published

2006-09-30

How to Cite

Puertas, F., Gil-Maroto, A., Palacios, M., & Amat, T. (2006). Alkali-activated slag mortars reinforced with ar glassfibre. Performance and properties. Materiales De Construcción, 56(283), 79–90. https://doi.org/10.3989/mc.2006.v56.i283.10

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