Effect of superabsorbent polymers (SAP) on the freeze–thaw resistance of concrete
results of a RILEM interlaboratory study
Viktor Mechtcherine (Technische Universität Dresden)
Christof Schröfl (Technische Universität Dresden)
Mateusz Wyrzykowski (Swiss Federal Laboratories for Materials Science and Technology (Empa))
Michaela Gorges (Technische Universität Dresden)
Pietro Lura (ETH Zürich, Swiss Federal Laboratories for Materials Science and Technology (Empa))
Daniel Cusson (National Research Council Canada)
Jim Margeson (National Research Council Canada)
Nele De Belie (Universiteit Gent)
Didier Snoeck (Universiteit Gent)
Kazuo Ichimiya (Oita National College of Technology)
Shin Ichi Igarashi (Kanazawa University)
Vyacheslav Falikman (Moscow State University of Civil Engineering)
Stefan Friedrich (BASF SE)
Jürgen Bokern (BASF SE)
Patricia Kara (Riga Technical University)
Alicja Marciniak (Lodz University of Technology)
Hans Wolf Reinhardt (University of Stuttgart)
Sören Sippel (University of Stuttgart)
António Bettencourt Ribeiro (National Laboratory of Civil Engineering (LNEC))
João Custódio (National Laboratory of Civil Engineering (LNEC))
Guang Ye (TU Delft - Materials and Environment)
Hua Dong (TU Delft - Materials and Environment)
Jason Weiss (Purdue University)
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Abstract
This article presents the results of an interlaboratory experimental study performed by 13 international research groups within the framework of the activities of the RILEM Technical Committee 225-SAP “Applications of Superabsorbent Polymers in Concrete Construction”. Two commercially available superabsorbent polymers (SAP) were tested in terms of their influence on the freeze–thaw resistance of ordinary concrete. To test the robustness of the method, all participating laboratories used locally produced materials. Furthermore, following this aim, various accelerated methods were used to estimate the resistance of the concrete to freeze–thaw cycles. The effect of adding SAP was from insignificant to considerably positive in terms of improvement in material performance as determined by reduced mass loss after freeze–thaw cycles; only one participant observed worsening of the material behaviour. At the same time, due to the addition of SAP, a much less pronounced decrease in the dynamic Young’s modulus was observed as a result of freeze–thaw testing without deicing salt.