Effect of Ferronickel Slag Powder on Microhydration Heat , Flow , Compressive Strength , and Drying Shrinkage of Mortar

-is paper investigates the effect of ferronickel slag powder on microhydration heat, flow, compressive strength, and drying shrinkage of mortar. In South Korea, approximately two million tons of ferronickel slag, a by-product of the nickel industry, are produced every year. However, a considerable amount of this by-product is treated as waste and dumped in landfills. Ferronickel slag powder was used to replace Portland cement at a ratio of 15% by binder mass. In addition, the mortar test with other cementitious materials, including blast-furnace slag powder and fly ash, was conducted and compared with the sample containing ferronickel slag powder. According to this investigation, the microhydration heat of mortar and concrete can be reduced with the appropriate use of ferronickel slag powder. In addition, in order to achieve higher concrete compressive strengths, it is apparently advantageous to use the ferronickel slag powder and fly ash together rather than using ferronickel slag powder alone.


Introduction
Ferronickel slag is an industrial by-product obtained after nickel ore and bituminous coal are melted at high temperatures and thereafter separated from ferronickel.Generally, the ferronickel slag is used as a substitute material for foundry sand, abrasive, and serpentine [1].In Korea, approximately two million tons of ferronickel slag are produced annually, and most of them are landfilled and buried.Accordingly, they pose as a serious environmental problem.
Choi et al. [6] investigated the alkali-silica reactivity of cementitious materials using ferronickel slag fine aggregates produced under different cooling conditions.In this study, the rapidly (water) cooled ferronickel slag exhibited higher alkalisilica reactivity than its gradually (air) cooled counterpart.In addition, the partial replacement of ferronickel slag with sea sand and cements with fly ash or ground-granulated blastfurnace slag was found to be effective in reducing the alkali-silica reactivity of cementitious materials containing ferronickel slag as fine aggregates.
Saha et al. [7] investigated the use of ferronickel slag as a fine aggregate.It was found that a 50% replacement of natural sand with the ferronickel slag resulted in a wellgraded fine aggregate and maximized strength development.In addition, the ferronickel slag was found to be environmentally compatible because the amount of heavy metals leaching from it is far below the regulatory limits.
Saha et al. [8] studied the occurrence of expansion as a result of alkali-silica reaction with ferronickel slag fine aggregates in ordinary Portland cement (OPC) and blended cement mortars.In this investigation, an accelerated mortar bar test (AMBT) was performed to measure the expansion of the mortar containing ferronickel slag aggregates.According to the AMBT results, the ferronickel slag was found to be reactive in the Portland cement mortar.However, in these previous studies, ferronickel slag was mainly used as a substitute material for concrete aggregates, whereas there are only a few studies on its use as a supplementary material for cement.
In this study, the microhydration heat, flow, compressive strength, and drying shrinkage variation of mortar using ferronickel slag powder were investigated in order to utilize ferronickel slag as a substitute material for cement.

Materials.
e cementitious materials used in this study were ASTM type I OPC, manufactured by the Asia Cement Co., Ltd. in Korea, and the blast-furnace slag powder, obtained from Daehan Slag Co., Ltd. in Korea.Moreover, fly ash products manufactured in the Honam thermoelectric power plant in Korea were acquired.
Ferronickel slag in the form of aggregates originating from POSCO in Korea was grounded to a powder level of 3500 cm 2 /g in a ball mill.
Figure 1 shows the ferronickel slag used in this study, and Figure 2 shows the SEM image of the ferronickel slag powder.
e aggregate used was natural sand with a maximum size of 5 mm and a fineness modulus of 2.73.
Table 1 summarizes the chemical composition of cement, ferronickel slag powder, blast-furnace slag powder, and fly ash used in this study.
In this study, Series I and Series II experiments were conducted.
To investigate the characteristics of the mortar with various cementitious materials, in the case of Series I, the ferronickel slag powder, blast-furnace slag powder, and fly ash were used to replace 15% of the weight of the cement.
Additionally, a sample containing 7.5% ferronickel slag powder and 7.5% fly ash was prepared.
In the case of Series II, ternary mortar mixes were prepared by having two types of cementitious materials, including ferronickel slag powder, blast-furnace slag powder, and fly ash, replace 15% of the weight of cement to examine the characteristics of ternary mortar with industrial by-products.
A constant water-to-binder (W/B) ratio of 0.50 was used in this study.
e experimental plan is summarized in Table 2.

Mix Proportions and Specimen Preparation.
e components of the samples were mixed in a mechanical mixer, and 50 mm cube molds were prepared for the compressive   After 24 h, the compressive strength specimens were removed from their molds and cured at 20 °C in a water tank.
e ow and compressive strength tests of each mix were conducted in conformance with KS L 5105 [15].e strength test values were the average values of three samples.e drying shrinkage test was conducted according to KS F 2424 [16] by using a mechanical strain gauge (Figure 3).
In order to measure the microhydration heat of the samples containing ferronickel slag powder, blast-furnace slag powder, and y ash, cement was replaced by 10 and 20% of the ferronickel slag powder, 20% of the blast furnace slag powder, and 20% of the y ash.
Figure 4 shows the microcalorimeter manufactured by Tokyo Riko Corporation, which was used for measuring the microhydration heat.

Experimental Results and Discussion
3.1.Heat of Microhydration.Figure 5 shows the variation in the microhydration heat of the specimens incorporated with cementitious materials.
As shown in the gure, a maximum microhydration heat of 66.29 cal/g was observed after 72 h in the case of the specimen that only uses cement.However, in other samples, the microhydration heat decreased with the incorporation of ferronickel slag powder.
e samples FNS10 containing 10% ferronickel slag powder and FNS20 containing 20% of the same powder exhibited approximately 9 and 20% lower microhydration heat, respectively, than the sample C100 containing cement alone.Advances in Civil Engineering e test samples using the blast-furnace slag powder or y ash displayed a similar reduction in microhydration heat in the range of 55.30-55.78cal/g at 72 h of curing.
e sample FNS20 with 20% ferronickel slag powder exhibited low microhydration heat from the beginning of curing and presented approximately 4% less microhydration heat than the samples with the same amount of blast-furnace slag powder or y ash.erefore, it is considered that the microhydration heat of the mortar and concrete can be reduced with the appropriate use of the ferronickel slag powder.

Flow.
Figure 6 shows the ow of the mortar with cementitious materials.
As shown in this gure, the ow of the mortar with ferronickel slag powder is higher than that of other samples with the blast-furnace slag powder or y ash.
is tendency is similar to previous results reported in the literature [17] that the uidity of the mixture increases when the ferronickel slag is used as a component of the aggregates.
e ow of FA15 with 15% y ash and that of FNS/FA containing 7.5% ferronickel slag powder and 7.5% y ash were similar.
Figure 7 shows the ow of ternary mortar mixes using two types of cementitious materials, including ferronickel slag powder, blast-furnace slag powder, and y ash.
e ow of ternary mortar mixes was similar at values in the range of 150-165 mm.

Compressive Strength.
Figure 8 shows the variation of the compressive strength of the mortar with ferronickel slag powder, blast-furnace slag powder, and y ash (Series I).
After 7 d, the highest compressive strength (33.1 MPa) was observed in the C100 specimen, which contained cement only.
e compressive strengths of other specimens containing ferronickel slag powder, blast-furnace slag powder, and y ash were in the range of 29-31 MPa.ese showed 10% lower strengths than those of C100.
In the case of 28 d of curing, the highest compressive strength was obtained at approximately 39 MPa in the C100 specimen, which contained cement only, and the BFS15 specimen containing 15% blast-furnace slag powder.
e compressive strength of the FN15 specimen with 15% ferronickel slag powder was approximately 20% lower than that of the C100 specimen.
Note that the F7.5 specimen containing 7.5% ferronickel slag powder and 7.5% y ash exhibited approximately 13% higher compressive strength than the FN15 specimen.erefore, in order to achieve higher compressive strengths, it is apparently advantageous to use the ferronickel slag powder and y ash together instead of using ferronickel slag powder alone.
e compressive strength of FA15 with 15% y ash was approximately 8% lower than that of C100.
After 56 d, the compressive strength of the F7.5 specimen with 7.5% ferronickel slag powder and 7.5% y ash was approximately 41 MPa, which was higher than that of the FA15 specimen with 15% y ash.
Figure 9 shows the compressive strength of the ternary mortar using two types of cementitious materials, including ferronickel slag powder, blast-furnace slag powder, and y ash (Series II).
After 7 d, at 32.06 MPa, the compressive strength of the C100 specimen with 100% cement was higher than that of other mixes.4 Advances in Civil Engineering e compressive strengths of FN-BS, FN-FA, and BS-FA specimens with two types of cementitious materials were in the range of 22-24 MPa, which were approximately 25-30% lower than those of the C100 specimen.
After 28 d of curing, the compressive strength of the C100 specimen with 100% cement was approximately 41.6 MPa.
e compressive strengths of FN-BS and BS-FA specimens containing ferronickel slag powder, blast-furnace slag powder, and y ash were similar in the range of 34-35 MPa.
e compressive strength of the FN-FA specimen containing ferronickel slag powder and y ash was the lowest at 30 MPa after 28 d.
In the case of 56 d of curing, the compressive strength of all mixes increased continuously.

Drying Shrinkage.
Figure 10 shows the drying shrinkage of the mortar containing ferronickel slag powder, blastfurnace slag powder, and y ash (Series I).
e drying shrinkage of C100 and BS15 specimens was approximately 0.222 and 0.231% after 56 d, respectively.e drying shrinkage of BS15 with 15% blast-furnace slag powder was higher than that of other mixes.e drying shrinkage of the FN15 specimen with 15% ferronickel slag powder had the lowest value, which was approximately 8% lower than that of the C100 specimen.
It is considered that the use of ferronickel slag powder in the mortar or concrete can be e ective in reducing drying shrinkage.
Figure 11 shows the drying shrinkage of the ternary mortar using two types of cementitious materials, including ferronickel slag powder, blast-furnace slag powder, and y ash (Series II).
e drying shrinkage of FN-BS and BS-FA specimens was similar in the range of 0.184-0.187%after 56 d.Moreover, the drying shrinkage of the C100 specimen containing only cement was higher than that of other mixes.
e FN-BS specimen containing the ferronickel slag powder and blast-furnace slag powder exhibited higher drying shrinkage than the C100 specimen in the early age.However, after 35 d, the drying shrinkage of the FN-BS specimen was lower than that of the C100 specimen.
e drying shrinkage of the FN-FA specimen with ferronickel slag powder and y ash had the lowest value of 0.165% at 56 d. is value was approximately 15% lower than that of the C100 specimen.

Conclusions
e following conclusions were obtained from the present investigation: (1) e maximum microhydration heat of 66.29 cal/g was observed after 72 h in the case of the specimen with cement only.However, as the ferronickel slag powder was incorporated into various samples, the observed microhydration heat decreased.(2) e samples FNS10 containing 10% ferronickel slag powder and FNS20 with 20% of the same powder exhibited approximately 9 and 20% lower microhydration heat, respectively, than C100 with 100% cement.Advances in Civil Engineering erefore, it is concluded that the microhydration heat of the mortar and concrete can be reduced with the appropriate use of the ferronickel slag powder.
(3) e flow of the mortar with ferronickel slag powder was higher than that of samples with blast-furnace slag power or fly ash.
In addition, the flow of ternary mortar mixes with two types of cementitious materials including ferronickel slag powder, blast-furnace slag powder, and fly ash had approximately similar values in the range of 150-165 mm.(4) e highest compressive strength after 7 d of curing was observed in the C100 specimen containing cement only.Moreover, the compressive strengths of other specimens containing ferronickel slag powder, blast-furnace slag powder, and fly ash were approximately 10% lower than those of the C100 specimen.(5) e compressive strength of the FN15 specimen with 15% ferronickel slag powder was approximately 20% lower than that of the C100 specimen after 28 d.Note that the F7.5 specimen containing 7.5% ferronickel slag powder and 7.5% of fly ash showed approximately 13% higher compressive strength than the FN15 specimen.erefore, in order to achieve higher compressive strengths, it is apparently advantageous to use the ferronickel slag powder and fly ash together rather than using ferronickel slag powder alone.(6) e compressive strengths of FN-BS, FN-FA, and BS-FA specimens with two types of cementitious materials were 22-24 MPa, which were approximately 25-30% lower than those of C100.(7) e drying shrinkage of C100 and BS15 specimens was approximately 0.222 and 0.231% after 56 d, respectively.e drying shrinkage of BS15 with 15% blast-furnace slag powder was higher than that of other mixes.e drying shrinkage of the FN15 specimen with 15% ferronickel slag powder had the lowest value, which was approximately 8% lower than that of the C100 specimen.(8) e FN-BS specimen containing ferronickel slag powder and blast-furnace slag powder exhibited higher drying shrinkage than the C100 specimen during the early curing age.However, the drying shrinkage of the FN-BS specimen was lower than that of the C100 specimen after 35 d. (9) e drying shrinkage of the FN-FA specimen with ferronickel slag powder and fly ash had the lowest value of 0.165% at 56 d. is value was approximately 15% lower than that of the C100 specimen.In addition, further studies are needed to establish the mechanism and respective relationships between the microhydration heat, strength, drying shrinkage properties of the mortar containing ferronickel slag powder, and replacement ratio of ferronickel slag powder.
2 Advances in Civil Engineering strength test.Bar-type molds, 40 × 40 × 60 mm, were made to measure the drying shrinkage.