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Experimental Study on the Concrete with Compound Admixture of Iron Tailings and Slag Powder under Low Cement Clinker System.

1. Introduction

Iron tailings are the waste slag of iron ore after ore dressing process. They are the residues of iron ore through crushing, screening, grinding, grading, gravity separation, flotation, or cyanidation, but there are still many parts of them which can be recycled [1]. Unfortunately, limited by the mineral processing technology, production equipment, and other scientific and technological factors, the current situation of iron tailings' secondary utilization in China is not optimistic. The data show that the comprehensive utilization ratio of tailings in China is only 7%, which is far from 60% of developed countries such as the United States, Japan, and Russia, to name a few [2-7]. With the economic development, the infrastructure construction throughout the country is also ongoing, resulting in the increase of cement and concrete consumption. According to statistics, the national cement production in 2016 has exceeded 2.4 billion tons, which is more than half of the world's total cement production. At the same time, it must be noted that limestone, as a raw material, will produce a large amount of greenhouse gas in the high temperature calcination process.

It is understood that one ton of cement clinker could produce one ton of carbon dioxide. In China, the cement industry produces more than 5% of the world's total carbon emissions. Reducing cement consumption is an effective and necessary way to alleviate global warming and other environmental problems. Furthermore, high quantities of cement in the concrete can easily cause cracks. Cracks have great effect on the durability of concrete, resulting in poor corrosion resistance and short service life [8-10]. More and more scholars have found that using mineral admixtures instead of cement clinker can improve the shrinkage and microstructure of concrete and enhance the performance of concrete [11-14]. Therefore, reducing the amount of cement is of great significance to improve the durability of concrete, protect global environment, and save cost. Based on the above analysis, our study was conducted under the low cement clinker system.

With the rapid development of high performance concrete, the consumption of mineral admixtures, especially fly ash and slag powder, is increasing. These mixtures are commonly used but not abundant in some areas, which leads to the rising price of raw materials and market unbalance. Take economic and environmental factors into consideration, iron tailings powder is an excellent admixture for concrete. It can not only solve the problem of tailings utilization but also alleviate the shortage of concrete admixture. At present, some scholars have realized the significance of iron tailings as concrete admixture and focused their efforts on the strength and durability of concrete [15-19]. This paper aimed to explore the effect of iron ore tailings powder and slag powder composite admixture on the strength, durability, and micromorphology of concrete under low cement clinker system. The optimal dosage and mechanism of iron tailings powder were revealed finally.

2. Materials and Mix Proportion

2.1. Raw Materials. In order to eliminate the influence of some uncertain components in cement, a reference cement is adopted in the tests. Its main properties are shown in Table 1.

The water requirement ratio of iron tailings powder is 90%, and the specific surface area is 450 [m.sup.2]/kg. Iron tailings powder contains some metal elements, such as copper, iron, zinc, etc. The main chemical compositions are shown in Table 2.

Here, the S95 slag powder is used, with the density of 2.8g/[cm.sup.3], the specific surface area of 485[m.sup.2]/kg, and the water requirement ratio of 96.2%. All the indexes are in accordance with the national standard.

The coarse aggregate is divided into big stone and small stone, and the diameters are 10-20mm for big stone and 5-10 mm for small stone The ratio of big stone to small stone is 8: 2. The fine aggregate is made of natural river sand, with less mud (laboratory empirical value is 5.2%). The fineness modulus is 2.7, and the gradation is good. The additive is 20% polycarboxylic acid plasticizer (PC) produced by Sika Company.

2.2. Mix Proportion. Concerning environmental and economic factors, the proportion of cement to cementitious material in the mix ratio of C30 and C50 concrete of low cement clinker system is 40% and 50%, respectively.

In order to study the effect of iron tailings powder on concrete performance, the ratio of iron tailings powder to slag powder was designed as 0: 10, 3: 7, 5: 5, 5: 5, and 10: 0. Due to the low activity of iron tailings powder, with the increase of content, the water to binder ratio of concrete decreases with iron tailings powder, so the strength can meet the requirements. The water to binder ratio (W/B) decreases with the increase of iron tailings. Details are shown in Table 3.

3. Results and Discussions

After 10 groups of slump, carbonation depth, and chloride diffusion coefficient tests, experiment results are shown in Table 4.

3.1. Workability of Concrete. On the premise of using the same PC amount, the slump of concrete in each group is tested separately, as shown in Figure 1.

The slump of C30 and C50 concrete increases with the addition of iron tailings powder. When adding equal amount of admixture, the working performance of concrete with iron tailings powder is better than that of concrete with single slag powder. The addition of iron tailings fines will improve the particle size distribution of cementitious materials. However, there is a certain range of optimum particle gradation. The slump of C50 concrete with single iron tailings has a downward trend. Iron tailings powder is beneficial to improve the workability and pumping performance of concrete.

3.2. Compressive Strength of Concrete. Table 5 shows the testing of 3 d, 7 d, and 28 d compressive strength of C30 and C50 concrete, respectively.

It can be seen from Table 5 that the strength of concrete decreases with the increase of iron tailings powder content. The 28 d compressive strength of groups A1 and B1 is the highest, and the strength of groups A5 and B5 is the lowest. C30 concrete has higher W/B and less cementitious material. Because of the high activity of slag powder, the addition of iron tailings powder has an effect on the early strength of concrete. C50 concrete has lower W/B, larger amount of cementitious material, and longer hydration time of cementitious materials. Microaggregate effect of iron tailings powder plays a role and has little effect on early strength or even a slight improvement. From the perspective of strength, under the low clinker system, the iron tailings powder should not be mixed alone, and the iron tailings powder should not exceed 70% of the mineral admixture. The most reasonable ratio of iron tailings powder and slag powder for comprehensive economic and environmental consideration is 5 : 5.

3.3. Carbonation Depth. The carbonation depth of C30 and C50 concrete is measured, respectively, and the results are shown in Figure 2.

From Figure 2 and Table 5, it can be seen that the carbonation depth increases with iron tailings powder in the same strength grade, and the carbonation depth of concrete decreases with the increase of 28 d strength. The carbonization depth of A1 and B1 groups with single slag powder is the smallest, and the difference between the groups with iron tailings less than 70% of the mineral admixture and the single slag powder is not significant. The carbonization depth of the A5 and B5 group with single iron tailings powder is the largest, which increases by 36.4% and 163% compared with the single slag powder group. It indicates that the influence of iron tailings powder addition on high strength concrete is greater than that of low strength concrete.

3.4. Chloride Diffusion Coefficient. In order to study the chloride ion permeability of concrete, the chloride diffusion coefficient of concrete groups after 28 days of standard curing was measured by NEL method (see Figure 3).

With the increase of iron tailings powder content, the chloride diffusion coefficients of C30 and C50 concrete all show an overall increasing trend.

The chloride diffusion coefficient of C30 group was always higher than that of C50 group. When the content of iron tailings powder exceeds 70%, the chloride diffusion coefficient increases significantly. Therefore, from the chloride ion penetration resistance perspective, iron tailings powder should not be mixed alone, and the amount of iron tailings powder should not exceed 70%. Otherwise, there will be great influence on the chloride ion permeability of concrete.

When the content of the iron tailing powder is 50%, the chloride diffusion coefficient of the concrete is little different from that of the single slag powder. The chloride diffusion coefficient of C30 group rises by 37.2%, and the C50 group rises by 9.5%. The gap is far less than the concrete with the iron tail mineral content of 70% and 100%. In the case of no great influence antichloride permeability performance concrete, the addition of slag powder and iron tailings micropowder with the ratio of 5:5 is the most optimal determination.

3.5. Microscopic Test of Concrete. Laser particle size analysis of slag powder, iron tailings powder, and cementitious material system of 50% slag powder and 50% iron tailings powder is carried out. The results are shown in Figure 4.

Figure 4 shows that the particle size of slag powder is fine, the particle size of iron tailings powder is coarse, the particle size of 50% iron tailings powder and 50% slag powder is between the two, the particle gradation is better, and the iron tailings powder plays a microaggregate effect. The effect of microaggregate can make all kinds of particles accumulate tightly. At the same time, after the introduction of iron tailings with very low activity, there are more unhydrated particles in the concrete. According to the central material hypothesis [20], such particles belong to the subcentral substance. The central network formed by the superposition of the favorable effect of subcentral quality is beneficial to the homogeneity of concrete. The addition of iron tailings powder can increase the number of central matter, reduce the distance between central matter, and improve the effect degree, thus improving the performance of concrete eventually.

The 28 d microstructure of A1, A3, A5, B1, B3, and B5 concrete was observed by a scanning electron microscope (SEM), an energy dispersive spectrometer (EDS), and an X-ray diffractometer (XRD), respectively, as shown in Figures 5-9.

The microstructure of C50 concrete is more dense than that of C30 concrete. The microcosmic morphology of A1 and B1 groups with single slag powder is the densest, and the hydration products are the most. The A3 and B3 groups are also dense. The hydration morphology is not very different from that of A1 and B1. The microstructure of A5 and B5 groups is relatively loose. This is also consistent with the results of compressive strength, carbonation depth, and chloride permeability coefficient, which explains the macroscopic properties from microcosmic. The EDS spectrum shows that the main substance is Si and O, which is the same as the main components of iron tailings. Combining with the SEM image and EDS energy spectrum, a small amount of iron tailings can be observed in the A3 and B3 groups, and a large amount of iron tailings are found in the A5 and B5 groups, indicating that iron tailings powder does not participate in hydration and is an inactive admixture. In the hydration process of cementitious materials, the main substances are calcium silicate hydrate (3CaO x 2Si[O.sub.2] x 3[H.sub.2]O, C-S-H gel), Si[O.sub.2], Ca[(OH).sub.2], ettringite (3CaO x [Al.sub.2][O.sub.3] x 3CaS[O.sub.4] x 32[H.sub.2]O, AFt), unhydrated cement particle tricalcium silicate(3CaO-SiO2, C3A for short), and dicalcium silicate (2CaO x Si[O.sub.2], C2A). The hydrated calcium silicate C-S-H gel is the most important hydration product, but the C-S-H belongs to the gel. And the XRD characterizes the crystal only, so there is no diffraction peak of the C-S-H gel in the XRD diagram. Figure 9 is the XRD Atlas of C30 and C50 concrete. Si[O.sub.2] is mainly derived from cement, slag powder, and iron tailings. Through the XRD spectrum, the SiO2 diffraction peak of A5 and B5 groups with single iron tailings is far greater than A1, A3, B1, and B3 groups. The Si[O.sub.2] diffraction peak of A1 and B1 group is the smallest because the activity of cement and slag powder is higher and most of the hydration reaction has occurred, while the iron tailings powder is not reacted, and the peak of the Si[O.sub.2] diffraction peak is larger. It is also proved from microcosmic aspect that iron tailings powder basically does not participate in hydration reaction and has no activity.

Through microscopic test and analysis, it is found that iron tailings powder is inactive and should not be used alone. When the ratio of iron tailings powder to slag powder is 1: 1, the microscopic morphology of concrete is similar to that of single mixed slag powder. The XRD spectra of hydration products are similar, thus explaining the performance of macroscopic performance. Iron tailings powder can replace the S95 grade ore powder in the same quantity to achieve the purpose of solid waste utilization, energy saving, and emission reduction.

4. Conclusions

(1) Under low cement clinker system, iron tailings powder is beneficial to improve workability and pumping performance of concrete.

(2) The strength of 3 d, 7 d, and 28 d of C30 and C50 concrete decreases with the increase of the iron tailings amount. For the depth of carbonization and the permeability coefficient of chloride ions, it is opposite.

(3) Under low cement clinker system, iron tailings powder should not be used alone, and the amount of iron tailings should not be greater than that of mineral admixture 70%. When the ratio of iron tailings powder to slag powder is 1:1, the strength, carbonation depth, and chloride diffusion coefficient of concrete are not much different from that of single slag powder. Iron tailings powder can replace S95 grade slag powder in the same quantity.

(4) Iron tailings powder does not take part in hydration reaction, but it can improve particle gradation and accelerate close accumulation. When the ratio of iron tailings powder to slag powder is 1:1, the microstructure of concrete is similar to that of single slag powder. 10.1155/2018/9816923

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 there are no conflicts of interest regarding the publication of this paper.

Authors' Contributions

Juanhong Liu and Ruidong Wu conceived and designed the experiments; Ruidong Wu performed the experiments; Juanhong Liu contributed materials; and Juanhong Liu and Ruidong Wu wrote the paper. All the authors read and approved the manuscript.


This research was financially supported by the National Natural Science Foundation of China (no. 11210107).


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Ruidong Wu and Juanhong Liu

College of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China

Correspondence should be addressed to Juanhong Liu;

Received 11 June 2018; Revised 30 July 2018; Accepted 3 September 2018; Published 23 September 2018

Academic Editor: Ali Nazari

Caption: FIGURE 1: Slumps of concrete.

Caption: FIGURE 2: Concrete carbonation depth.

Caption: FIGURE 3: Chloride diffusion coefficient of concrete.

Caption: FIGURE 4: Particle size distribution of cementing materials.

Caption: FIGURE 5: SEM images of C30 concrete: (a) A1, (b) A3, and (c) A5.

Caption: FIGURE 6: SEM images of C50 concrete: (a) B1, (b) B3, and (c) B5.

Caption: FIGURE 7: Energy spectrums of paste from Figures 5(b) "1" and 5(c) "2": (a) EDS from Figure 5(b) and (b) EDS from Figure 5(c).

Caption: FIGURE 8: Energy spectrums of paste from Figures 6(b) "3" and 6(c) "4": (a) EDS from Figure 6(b) and (b) EDS from Figure 6(c).

Caption: FIGURE 9: XRD of C30 and C50 concrete: (a) C30 and (b) C50.
TABLE 1: Main properties of reference cement.

Compressive     Flexural             Setting          Specific
strength        strength            time (min)      surface area
(MPa)           (MPa)                               ([m.sup.2] x
3d      28 d     3d     28 d    Initial    Final

28.3    53.2     5.5    10.3      155       215         347

Compressive      Fineness      Standard       Soundness
strength          (mm)       consistency
(MPa)                           water
                           consumption (%)

28.3              0.5           27.2         Qualified

TABLE 2: Main chemical composition of iron tailings powder.

Chemical       Si[O.sub.2]   CaO    MgO    [Al.sub.2][O.sub.3]

Mass              67.59      4.02   1.18          4.57
fraction (%)

Chemical       [Fe.sub.2][O.sub.3]   CuO    ZnO

Mass                  10.88          0.23   0.11
fraction (%)

TABLE 3: Concrete mix proportion (kg x [m.sup.3]).

Grade   Group   Cement     Iron      Slag    Sand   Stone   Water
                         tailings   powder

C30      A1      151        0        226     840    1018     151
         A2      151        68       158     840    1018     147
         A3      151       113       113     840    1018     143
         A4      151       158        68     840    1018     140
         A5      151       226        0      840    1018     136
C50      B1      239        0        239     725    1071     139
         B2      239        72       167     725    1071     134
         B3      239      119.5     119.5    725    1071     129
         B4      239       167        72     725    1071     124
         B5      239       239        0      725    1071     119

Grade   Group   W/B    PC (%)

C30      A1     0.40    0.9
         A2     0.39    0.9
         A3     0.38    0.9
         A4     0.37    0.9
         A5     0.36    0.9
C50      B1     0.29    1.4
         B2     0.28    1.4
         B3     0.27    1.4
         B4     0.26    1.4
         B5     0.25    1.4

TABLE 4: Experiment results of concrete.

Group   Slump   Carbonation       Chloride diffusion coefficient
        (mm)    depth (mm)    ([10.sup.-14] [m.sup.2] x [s.sup.-1])

A1       200        2.2                        129
A2       210        2.3                        154
A3       210        2.5                        177
A4       220        2.8                        294
A5       220         3                         377
B1       210        0.8                        105
B2       220         1                          98
B3       230        1.1                        115
B4       240        1.5                        211
B5       230        2.1                        241

TABLE 5: Compressive strength at different ages of concrete (MPa).

Group    3d    7 d    28 d   Group    3d     7d    28 d

A1      19.2   33.3   45.3    B1     32.1   46.2   65.4
A2      15.6   27.8   43.3    B2     34.5   51.9   69.7
A3      15.5   25.5   40.9    B3     34.6   47.1   63.4
A4      13.6   23.3   36.0    B4     33.5   47.5   58.3
A5      12.2   19.2   30.5    B5     31.4   41.2   52.4
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Title Annotation:Research Article
Author:Wu, Ruidong; Liu, Juanhong
Publication:Advances in Materials Science and Engineering
Date:Jan 1, 2018
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