Advances in Civil Engineering
Volume 2018 (2018), Article ID 6420238, 7 pages
https://doi.org/10.1155/2018/6420238

Research Article

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

Bong-Suk Cho,¹ Young-Uk Kim,² Do-Bin Kim,² and Se-Jin Choi²

¹Environment & Resources Research Group, Research Institute of Industrial Science & Technology, Pohang 37673, Republic of Korea
²Department of Architectural Engineering, Wonkwang University, 460 Iksan-daero, Iksan 54538, Republic of Korea

Correspondence should be addressed to Se-Jin Choi; csj2378@wku.ac.kr

Received 26 February 2018; Revised 27 April 2018; Accepted 23 May 2018; Published 8 July 2018

Academic Editor: Farhad Aslani

Copyright © 2018 Bong-Suk Cho et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract.

This 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.

1. 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.

In the case of the blast-furnace slag, which is a by-product of the steel industry, several studies on its use as a substitute material for cementitious materials have been reported [2–5]. Moreover, some studies on the application of the ferronickel slag in concrete production have been reported [6–21].

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 alkali-silica 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 blast-furnace 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 well-graded 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.

2. Materials and Methods

2.1. Materials

The 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 cm²/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.

(a)

(b)

Figure 1: Ferronickel slag sample: (a) ferronickel slag aggregate; (b) ferronickel slag powder.

Figure 2: SEM image of ferronickel slag powder.

The 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.

Table 1: Chemical composition.

SiO₂ (%)
Al₂O₃ (%)
Fe₂O₃ (%)
CaO (%)
MgO (%)
K₂O (%)

Cement (C)
17.43
6.50
3.57
64.40
2.55
1.17

Ferronickel slag powder (FN)
48.91
2.08
11.6
0.82
32.41
0.09

Blast-furnace slag powder (BS)
30.61
13.98
0.32
40.71
6.43
0.60

Fly ash (FA)
64.88
20.56
6.06
2.58
0.80
1.45

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.

The experimental plan is summarized in Table 2.

Table 2: Experimental plan.

Test
Mix
W/B
S/a
Ratio (%)

C
FN
BS
FA

Series I
C100
0.50
0.49
100
—
—
—

FN15
85
15
—
—

BS15
85
—
15
—

FA15
85
—
—
15

F7.5
85
7.5
—
7.5

Series II
C100
0.50
0.49
100
—
—
—

FN-BS
70
15
15
—

FN-FA
70
15
—
15

BS-FA
70
—
15
15

2.2. Mix Proportions and Specimen Preparation

The components of the samples were mixed in a mechanical mixer, and 50 mm cube molds were prepared for the compressive strength test. Bar-type molds, 40 × 40 × 60 mm, were made to measure the drying shrinkage.

After 24 h, the compressive strength specimens were removed from their molds and cured at 20°C in a water tank.

The flow and compressive strength tests of each mix were conducted in conformance with KS L 5105 [15]. The strength test values were the average values of three samples.

The drying shrinkage test was conducted according to KS F 2424 [16] by using a mechanical strain gauge (Figure 3).

Figure 3: Strain gauge.

In order to measure the microhydration heat of the samples containing ferronickel slag powder, blast-furnace slag powder, and fly ash, cement was replaced by 10 and 20% of the ferronickel slag powder, 20% of the blast furnace slag powder, and 20% of the fly ash.

Figure 4 shows the microcalorimeter manufactured by Tokyo Riko Corporation, which was used for measuring the microhydration heat.

Figure 4: Multi-microcalorimeter.

3. 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.

Figure 5: Heat of microhydration.

As shown in the figure, 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.

The 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.

The test samples using the blast-furnace slag powder or fly ash displayed a similar reduction in microhydration heat in the range of 55.30–55.78 cal/g at 72 h of curing.

The 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 fly ash.

Therefore, it is considered that the microhydration heat of the mortar and concrete can be reduced with the appropriate use of the ferronickel slag powder.

3.2. Flow

Figure 6 shows the flow of the mortar with cementitious materials.

Figure 6: Mortar flow (Series I).

As shown in this figure, the flow of the mortar with ferronickel slag powder is higher than that of other samples with the blast-furnace slag powder or fly ash.

This tendency is similar to previous results reported in the literature [17] that the fluidity of the mixture increases when the ferronickel slag is used as a component of the aggregates.

The flow of FA15 with 15% fly ash and that of FNS/FA containing 7.5% ferronickel slag powder and 7.5% fly ash were similar.

Figure 7 shows the flow of ternary mortar mixes using two types of cementitious materials, including ferronickel slag powder, blast-furnace slag powder, and fly ash.

Figure 7: Mortar flow (Series II).

The flow of ternary mortar mixes was similar at values in the range of 150–165 mm.

3.3. Compressive Strength

Figure 8 shows the variation of the compressive strength of the mortar with ferronickel slag powder, blast-furnace slag powder, and fly ash (Series I).

Figure 8: Compressive strength of the mortar (Series I).

After 7 d, the highest compressive strength (33.1 MPa) was observed in the C100 specimen, which contained cement only.

The compressive strengths of other specimens containing ferronickel slag powder, blast-furnace slag powder, and fly ash were in the range of 29–31 MPa. These 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.

The 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% fly ash exhibited approximately 13% higher compressive strength than the FN15 specimen.

Therefore, in order to achieve higher compressive strengths, it is apparently advantageous to use the ferronickel slag powder and fly ash together instead of using ferronickel slag powder alone.

The compressive strength of FA15 with 15% fly 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% fly ash was approximately 41 MPa, which was higher than that of the FA15 specimen with 15% fly 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 fly ash (Series II).

Figure 9: Compressive strength of the ternary mortar (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.

The 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.

The compressive strengths of FN-BS and BS-FA specimens containing ferronickel slag powder, blast-furnace slag powder, and fly ash were similar in the range of 34-35 MPa.

The compressive strength of the FN-FA specimen containing ferronickel slag powder and fly 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.

3.4. Drying Shrinkage

Figure 10 shows the drying shrinkage of the mortar containing ferronickel slag powder, blast-furnace slag powder, and fly ash (Series I).

Figure 10: Drying shrinkage of the mortar (Series I).

The drying shrinkage of C100 and BS15 specimens was approximately 0.222 and 0.231% after 56 d, respectively. The drying shrinkage of BS15 with 15% blast-furnace slag powder was higher than that of other mixes.

The 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 effective 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 fly ash (Series II).

Figure 11: Drying shrinkage of the ternary mortar (Series II).

The 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.

The 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.

The drying shrinkage of the FN-FA specimen with ferronickel slag powder and fly ash had the lowest value of 0.165% at 56 d. This value was approximately 15% lower than that of the C100 specimen.

4. Conclusions

The following conclusions were obtained from the present investigation:

(1)The 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)The 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.Therefore, 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)The 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)The 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)The 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.Therefore, 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)The 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)The drying shrinkage of C100 and BS15 specimens was approximately 0.222 and 0.231% after 56 d, respectively. The drying shrinkage of BS15 with 15% blast-furnace slag powder was higher than that of other mixes.The 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)The 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)The drying shrinkage of the FN-FA specimen with ferronickel slag powder and fly ash had the lowest value of 0.165% at 56 d. This 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.

Data Availability

The data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

Acknowledgments

This research was supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Science and ICT (NRF-2017R1A2B4004053).

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