Development of Self-Consolidating Concrete for Thin Wall Applications Including Validation
Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 10
Abstract
This study presents a self-consolidating concrete mix developed for thin wall construction. Casting of vertical thin concrete walls requires a stable, pumpable, and highly flowable mix. The developed mix has increased fine-to-coarse aggregate ratio, 20% fly ash replacement, a low ratio, a superplasticizer, an accelerator (optional), and a viscosity modifying admixture. A special placement method was designed for pumping the concrete from the bottom of the vertical wall form. Concrete walls of 75-mm thickness reinforced with one or two steel grid layers were cast and loaded to failure under one-way and two-way bending configurations. The one-way slabs resembled portal frames and were loaded with a line load along the centerline. Plastic hinges formed at the centerline of the one-way slabs and then at a corner, where reinforcement was greater. The two-way slabs were loaded with a small-area concentric uniform distributed load. A yield line strength analysis was performed and matched quite closely the experimental capacities. It was concluded that it is possible to cast high strength vertical thin walls with self-consolidating concrete by pumping from the bottom of the form.
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Acknowledgments
The research reported in this paper was partly supported by the generous contributions from Cohen Brothers Homes, LLC. We also thank Degussa Admixtures (currently BASF) and Holcim Cement for their donations in materials and their helpful suggestions that made our mix designs successful.
References
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© 2009 ASCE.
History
Received: Mar 17, 2008
Accepted: Jan 22, 2009
Published online: Sep 15, 2009
Published in print: Oct 2009
Notes
Note. Associate Editor: Jason Weiss
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