Abstract
Polymer-impregnated concrete (PIC) was developed in the 1970s by Brookhaven National Laboratory and the Bureau of Reclamation. Fully impregnated concrete had excellent strength and durability properties. Partially impregnated concrete had very good resistance to water and chloride penetration and to abrasion. Neither of these processes is used to any significant degree. The reasons for the lack of use and the potential for future use are discussed including potential applications to make use of the very good material properties that are possible.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Dikeou, J. T. (1978). Polymers in concrete: new construction achievements on the horizon. Proceedings of the second international congress of polymers in concrete, Austin (pp. 1–8).
Limsuwan, E., Fowler, D. W., Paul, D. R., & Burns, N. H. (1978). Flexural behavior of post-tensioned polymer-impregnated beams. Proceedings of the second international congress of polymers in concrete, Austin (pp. 361–380).
Bartholomew, J., Fowler, D. W., & Paul, D. R. (1978). Current status of bridge deck impregnation. Proceedings of the second international congress of polymers in concrete, Austin (pp. 399–411).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer International Publishing AG, part of Springer Nature
About this paper
Cite this paper
Fowler, D.W. (2018). PIC: Does It Have Potential?. In: Taha, M. (eds) International Congress on Polymers in Concrete (ICPIC 2018). ICPIC 2018. Springer, Cham. https://doi.org/10.1007/978-3-319-78175-4_39
Download citation
DOI: https://doi.org/10.1007/978-3-319-78175-4_39
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-78174-7
Online ISBN: 978-3-319-78175-4
eBook Packages: EngineeringEngineering (R0)