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WISCONSIN STRUCTURES & MATERIALS TESTING LABORATORY (WSMTL)

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Ground Granulated Blast Furnace Slag (GGBFS)
Research by
Irene LaBarca, Ryan Foley, Nick Mason & Chad Sippel/
wsmtl@engr.wisc.edu
Dept of Civil & Environmental Engineering

Ground Granulated Blast Furnace Slag (GGBFS) is a recyclable material created when the molten slag from melted iron ore is quenched rapidly and then ground into a powder. This material has cemetitious properties and has been used as a replacement for cement for over 100 years. Recently, Wisconsin has begun using it in some of its highway projects. Wisconsin has experienced several problems with GGBFS, which include slow strength gain and decreased surface quality. Countering these problems, GGBFS concrete has higher late strength and lower permeability. This project investigates these GGBFS characteristics and has several objectives.

The first objective is to monitor the variability of GGBFS sources. Since slag is produced as a by-product of iron production, the material varies based on the type of iron production. Because it is a waste product, the final characteristics of the slag are not of major concern to the iron producers. As a result, the variability in GGBFS can be significant. To research this variability, monthly samples will be collected from a local vendor, and the physical and chemical characteristics of each sample will be recorded.

The second objective is to study the strength gain and air void development of different mixtures. Generally, GGBFS concretes develop strength more slowly than Ordinary Portland Cement (OPC) concretes, but will exhibit higher strength after one year. GGBFS concretes are also less permeable, but they can develop abnormal air void systems. The performance of GGBFS concretes depends not only on the amount of GGBFS used, but also on the chemical composition of the other materials in the mixture. Three different GGBFS replacement levels will be studied in this part of the project: 0%, 30%, and 50%. Thirty percent is the most commonly used replacement level. This means that of the cemetitious material in the concrete, 30% is GGBFS, and 70% is OPC. The project will investigate the performance versus a 100% OPC concrete (0% GGBFS), and will also determine whether a 50% level is a reasonable replacement level. Along with the GGBFS replacement level variable, four different cement brands and two coarse aggregate types will be used to determine its performance with different materials. There will also be mixtures created and cured in 40o F conditions to determine the performance of GGBFS concrete at lower temperatures.

Photo: Ground Granulated Blast Furnace SlagThe third objective is to determine the surface wearing (scaling) resistance of different concrete mixtures. GGBFS concretes have proved to be susceptible to surface scaling. The reason for this poor performance characteristic is not yet known and will be investigated in this project. Previous studies have shown that carbonation in the concrete's top layer could be a major cause of the decreased scaling resistance in GGBFS concrete. Twelve mixtures will be tested for scaling resistance. Again, 0%, 30% and 50% GGBFS replacement levels and two coarse aggregates will be tested. Two cement brands will be studied. For each mix, there will be four different curing conditions for the sample blocks. In addition, two curing methods to reduce carbonation in the concrete will be investigated at the 30% and 50% replacement levels. The blocks will be ponded with a salt water solution and subjected to cyclic freeze-thaw conditions for 60 to 100 days. After every five cycles, the amount of scaling will be measured.

Under these objectives, the goals of the project are the following: determine the sensitivity of GGBFS with different materials and conditions, predict strength development and scaling resistance depending on the replacement level, and propose application guidelines for using GGBFS in Wisconsin concrete paving projects.

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Wisconsin Structures & Materials Testing Laboratory
University of Wisconsin-Madison
1415 Engineering Drive
Madison, WI 53706-1691

Tel: 608/265-8214
Fax: 608/265-8213
E-mail: wsmtl@engr.wisc.edu

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