Abstract

Laboratory investigations and results from a year-long field trial demonstrated that plain Type IL cement and slag cement concrete that was internally cured by superabsorbent polymer (SAP) has increased strength and durability compared to SAP-free mixtures, mixtures containing colloidal nanosilica, and mixtures that were externally cured with a surface-applied curing compound. SAP was successfully delivered to fresh concrete mixtures at the ready-mixed concrete plant by using dissolvable bags containing premeasured amounts of dry SAP particles. No batching adjustments were necessary to successfully utilize SAP in the concrete mixtures.

Keywords

concrete curing, admixtures, organic polymers, nanosilica, microstructures, workability, compressibility, shrinkage, slag, internal curing, superabsorbent polymer, superplasticizers

Report Number

FHWA/IN/JTRP-2025/19

SPR Number

4727

Performing Organization

Joint Transportation Research Program

Publisher Place

West Lafayette, Indiana

Date of Version

2025

DOI

10.5703/1288284317899

SPR-4727 Technical Summary.pdf (845 kB)
SPR-4727 Technical Summary

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