Water-entrained cement based materials by superabsorbent polymers is a concept that was introduced in the research agenda about a decade ago. However, a recent application in the production of high performance concrete revealed potential weaknesses when the proportioning of this intelligent material is not well performed, raising doubts among both academic and industrial society about the usability of superabsorbent polymers in cement-based materials. This work constitutes the baseline tentatively to be used on modeling the compressive strength of SF-modified water-entrained cement-based materials. Beyond the discussion of whether or not the introduction of superabsorbent polymers leads to a strength reduction, this paper uses both experimental and theoretical background to separate the effect of SAP in both pore structure and internal relative humidity and the effect from the active restrained desiccation on the strength of the composite material.
Concrete Repair, Rehabilitation and Retrofitting Iii: Proceedings of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting (iccrrr), 2012, p. 521-524
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3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting, 2012