Technical Papers
Mar 20, 2020

Peat-Wood Fly Ash as Cold-Region Supplementary Cementitious Material: Air Content and Freeze–Thaw Resistance of Air-Entrained Mortars

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 6

Abstract

Fluidized bed combustion fly ash (FBCFA) is a promising industrial side stream to be used as a partial cement replacement material. Untreated and milled FBCFAs from cocombustion of peat and wood were used to replace 20% of portland cement in air-entrained and non-air-entrained mortars. Additionally, equivalent mortars containing fly ash from pulverized coal combustion (CFA) were prepared to compare FBCFAs with more conventional standardized cement replacement material. The study found that both FBCFAs produced mortars with similar compressive strengths compared to a reference, indicating that milling did not affect reactivity of ashes. Air-entrained FBCFA-containing mortars had about the same amount of entrained air compared to the reference mortar. FBCFAs outperformed CFA as a cement replacement material, which produced lower compressive strengths and reduced the amount of entrained air. Non-air-entrained mortar containing CFA suffered severe damage during the freeze–thaw (FT) experiment, unlike non-air-entrained mortars containing untreated or milled FBCFA. The addition of an air-entrainment agent improved FT resistance of all mortars, except those that contained milled FBCFA, which nevertheless had good FT resistance. This first-of-its-kind investigation of the suitability of peat-wood FBCFAs as a supplementary cementitious material in air-entrained mortars suggests a potential use of FBCFAs in cold-region concreting.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work was done under the auspices of the ARCTIC-ecocrete project, which is supported by Interreg Nord EU-program and the Regional Council of Lapland. Jouni Rissanen gratefully acknowledges the financial support from the Fortum Foundation and Tauno Tönning’s Foundation. Mr. Jarno Karvonen and Mr. Jani Österlund are acknowledged for their contributions to the laboratory work.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 6June 2020

History

Received: May 31, 2019
Accepted: Nov 6, 2019
Published online: Mar 20, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 20, 2020

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Authors

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Jouni Rissanen [email protected]
Ph.D. Student, Fibre and Particle Engineering, Faculty of Technology, Univ. of Oulu, P.O. Box 4300, Oulu 90014, Finland. Email: [email protected]
Katja Ohenoja, D.Sc. [email protected]
Senior Research Fellow, Fibre and Particle Engineering, Faculty of Technology, Univ. of Oulu, P.O. Box 4300, Oulu 90014, Finland (corresponding author). Email: [email protected]
Paivo Kinnunen, Ph.D. [email protected]
Senior Research Fellow, Fibre and Particle Engineering, Faculty of Technology, Univ. of Oulu, P.O. Box 4300, Oulu 90014, Finland. Email: [email protected]
Mirja Illikainen [email protected]
Professor, Fibre and Particle Engineering, Faculty of Technology, Univ. of Oulu, P.O. Box 4300, Oulu 90014, Finland. Email: [email protected]

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