# Orthogonal Experimental Studies on Preparation of Mine-Filling Materials from Carbide Slag, Granulated Blast-Furnace Slag, Fly Ash, and Flue-Gas Desulphurisation Gypsum

Authors: Mingyue Wu; Xiangming Hu; Qian Zhang; Weimin Cheng; Zunxiang Hu
Journal: Advances in Materials Science and Engineering
 (2018)

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## Abstract

Environmentally friendly and cheap composite green cementitious materials have been prepared from carbide slag, fly ash, flue-gas desulphurisation (FGD) gypsum, and granulated blast-furnace slag (GBFS) without using cement clinker. Orthogonal testing was used to investigate the effects of the raw materials on the amount of water required for reaching standard consistency and consistency, setting time, slump value, and strength of the produced materials after curing for 7 d and 28 d. Scanning electron microscopy (SEM) and X-ray diffraction (XRD) techniques were used for the analysis of the sample microstructure and hydration products as well as for the exploration of possible hydration mechanisms. We found that, among the utilised raw materials, the addition of FGD gypsum had the most significant effect on the setting time and amount of water required for reaching standard consistency and consistency, while the addition of GBFS deeply affected the slump value. The optimal activation results were obtained when the mass ratio of carbide slag : fly ash : GBFS : FGD gypsum was equal to 12.1 : 60.6 : 18.2 : 9.1.


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## Body

## 1. Introduction

Owing to the increasing depletion of nonrenewable resources and effects produced by global warming, the high levels of energy consumption and pollution generated during the production of cement clinker have attracted widespread concern. Therefore, both domestic and international scholars are currently attempting to identify high-performance cementitious materials, whose production involves low levels of pollution and energy consumption. Recovering solid waste represents one of the major methods for manufacturing such “green” cementitious materials. The utilised waste typically includes fly ash (the fine ash collected from the soot produced during coal combustion), which exhibits a pozzolanic effect and can be activated in an alkaline environment. Another solid waste material consists of granulated slag (or water-quenched blast-furnace slag), which can potentially exhibit hydraulic cementitious properties. The major component of FGD gypsum is calcium sulphate dihydrate. At present, these industrial wastes are primarily utilised for the production of cement [1, 2], concrete [3–7], geopolymers [8–10], and cementitious materials for mine filling [11, 12]. For example, Ma et al. [13] prepared sulphoaluminate cement that was capable of meeting special structural requirements from fly ash and FGD gypsum. Sarkar et al. [14] partially substituted cement with fly ash and GBFS to investigate variations in the concrete strength and determine the optimal ratio of the utilised components. Qin et al. [15] prepared a hydraulic cementitious material using GBFS, FGD gypsum, and activators as raw materials. According to the results of these studies, the hydration reaction that occurs between fly ash, GBFS, and FGD gypsum can be used for the preparation of cementitious materials. However, in all the studies on the utilisation of solid wastes such as fly ash and GBFS, a certain amount of cement clinker was added during production, thus reducing the economic benefits of the proposed method.Carbide slag is a waste residue produced during the hydrolysis of calcium carbide; its major components include calcium oxide and calcium hydroxide. Without special treatment, a large amount of carbide slag produces dust and air pollution. Additionally, if carbide slag is stacked, it may occupy a large area of the land and put immense pressure on the ecological environment. Hence, both domestic and international researchers have conducted a number of studies on the comprehensive utilisation of carbide slag. Wang et al. [16] prepared cement clinker using carbide slag as the raw material and studied the formation process of cement clinker minerals. Hao et al. [17] examined the effects of the fly ash and carbide slag addition on the compressive strength of the resulting cement paste. However, it is still unclear whether carbide slag can effectively activate fly ash. Because carbide slag is rich in the alkaline calcium oxide and calcium hydroxide components, we hypothesised that it would provide a large number of OH− ions when used as an admixture of cementitious materials. These ions can effectively destroy the acidic film formed on the surfaces of fly ash and GBFS particles, leading to the dissolution of various mineral constituents, such as silicon dioxide and aluminium oxide. The latter process in turn promotes the hydration of fly ash and GBFS components and forms hydration products characterised by a certain level of strength.Hence, in the present study, fly ash, carbide slag, GBFS, and FGD gypsum were used to prepare green cementitious materials without cement clinker. Afterwards, we investigated the mechanical properties and morphology of these materials in order to identify the optimal quantities of carbide slag, fly ash, and other industrial waste components. We hope that this study will contribute to the preparation and promotion of high-quality inexpensive cementitious materials for mine filling [18–24].


## 2. Materials and Methods

### 2.1. Raw Materials

The following raw materials have been utilised in this study.Fly ash with a density of 1.78 g/cm3 and a specific surface area of 219 m2/kg was purchased from Shandong Binzhou Shanshui Cement Co., Ltd. Its activity index was calculated as follows:(1)R28=RR0×100%.The obtained activity index of the fly ash was H28 = 61% (its chemical composition is listed in Table 1).Table 1
Chemical compositions of raw materials (in wt.%).
Raw materials
Loss on ignition
Silicon dioxide
Aluminium oxide
Iron(III) oxide
Calcium oxide
Magnesium oxide
Sulphur trioxide
Fly ash
4.22
45.98
31.79
6.18
3.67
0.90
0.70
Carbide slag
1.7
3.16
2.72
0.42
64.57
0.72
1.52
GBFS
0.25
30.13
17.14
0.71
38.83
7.38
0.59GBFS with a density of 2.88 g/cm3 and a specific surface area of 361 m2/kg was purchased from Shandong Binzhou Shanshui Cement Co., Ltd. Its chemical composition is listed in Table 1, and the corresponding X-ray diffraction (XRD) pattern is depicted in Figure 1. It shows the existence of a large peak in the 2θ range of 20–38° and a very small amount of the gehlenite phase without any distinct crystalline peaks. Hence, the GBFS used in this study can be considered a completely vitreous material.Figure 1Carbide slag purchased from Shandong Linzi Acetylene Gas Factory was calcined for 30 min at 1000°C. It was characterised by the calcium oxide mass fraction of 77.5%, calcium hydroxide mass fraction of 18.5%, density of 2.64 g/cm3, and specific surface area of 419 m2/kg. The chemical composition of the utilised carbide slag is listed in Table 1.FGD gypsum that contained more than 90 mass% of calcium sulphate dihydrate was purchased from Shandong Binzhou Shanshui Cement Co., Ltd. After the calcination of FGD gypsum for 2 h at 180°C, its major component was converted intoβ-hemihydrate gypsum with a density of 2.64 g/cm3 and a specific surface area of 269 m2/kg.Admixtures of sodium hydroxide (≥96.0 mass%) and naphthalene superplasticiser (Cl− content <0.4 mass%, sulphate content <9 mass%, and solid content ≥93 mass%) were purchased from Chenqi Chemical Technology Co. Ltd., Shanghai.The density of the mixture was 2.31 g/cm3, and its specific surface area was 327 m2/kg.Round siliceous river sand with a silicon dioxide content exceeding 98 mass% was utilised. Its particle size is listed in Figure2.Figure 2Tap water was used in all experiments.


### 2.2. Preparation of Test Blocks

An orthogonal experimental design was employed for the development of experimental procedures. The orthogonal testing parameters included the masses of FGD gypsum (A), GBFS (B), and carbide slag (C) (their corresponding amounts are listed in Table2).Table 2
Levels and factors of the orthogonal test.
Levels
Factors
FGD gypsum (g) (A)
GBFS (g) (B)
Carbide slag (g) (C)
1
7
24
12
2
9
26
14
3
11
28
16
4
13
30
18
5
15
32
20In accordance with the parameter combinations described in the L25(56) orthogonal table [11], the fly ash, carbide slag, FGD gypsum, GBFS, and admixture components were mixed together to form composite cementitious materials. Prior to mixing, the materials were weighed with an accuracy of 0.01 g using an electronic balance (YP1002N; Shanghai Jingke Tianmei Scientific Instrument Co., Ltd.) in accordance with the material mixing ratios provided in Table 3. The cement/sand ratio was 0.25, and the water/cement ratio was 0.5. Subsequently, the weighed materials were mixed using the following procedure: first, a specified amount of granular sodium hydroxide was dissolved in water, and the resulting aqueous sodium hydroxide solution was added to the bowl of the mixer with a capacity of 5 L (JJ-5; Wuxi Xiyi Building Materials Instrument Co., Ltd.), which was fixed onto its frame and raised to a set position. Afterwards, the materials were immediately mixed for 30 s at a low speed of 140 ± 5 rpm. Sand was continuously added at a uniform rate during the next 30 s of mixing. After the sand addition, the mixer was run for another 30 s at a high speed of 285 ± 10 rpm and then stopped for 90 s. Within the first 15 s after the mixer was stopped, the mortar that had adhered to the blades and bowl wall was scraped into the centre of the bowl. After a 90 s interval, the mixing process was continued for another 60 s at a high speed. Immediately after mixing, the materials were moulded using an empty test mould (with dimensions of 40 mm × 40 mm × 160 mm) and a bushing fixed onto a vibrating compaction table. A scoop was used to obtain mortar from the mixer bowl, which was placed into the test mould in two layers. About 300 g of mortar was put into each groove in the first layer, which was then compacted via 60 vibrations. The second layer was added until the mould was filled, and the mortar was again compacted by 60 vibrations. Afterwards, the mould bushing was removed, and the test mould was transferred from the vibrating compaction table. Any mortar exceeding the dimensions of the test mould was scraped away using a metal ruler, and the produced test block was numbered. The moulded test block was cured at a temperature of 20 ± 2°C in the environment with a relative humidity greater than 50%. After 24 h of curing, the mould was removed and subjected to another curing procedure at 20 ± 2°C inside the curing chamber with a relative humidity of 95%. Each test block was cured for either 7 or 28 d, and its strength was measured after the corresponding curing period.Table 3
Materials proportioning of the orthogonal test.
Number
Raw materials
FGD gypsum (g)
GBFS (g)
Carbide slag (g)
Fly ash (g)
Sodium hydroxide (g)
Water-reducing admixture (g)
1
7
24
12
100
7.5
0.5
2
7
26
14
100
7.8
0.5
3
7
28
16
100
7.9
0.5
4
7
30
18
100
8.2
0.5
5
7
32
20
100
8.4
0.5
6
9
24
14
100
7.7
0.5
7
9
26
16
100
7.9
0.5
8
9
28
18
100
8.2
0.5
9
9
30
20
100
8.4
0.5
10
9
32
12
100
8.1
0.5
11
11
24
16
100
7.9
0.5
12
11
26
18
100
8.2
0.5
13
11
28
20
100
8.4
0.5
14
11
30
12
100
8.1
0.5
15
11
32
14
100
8.3
0.5
16
13
24
18
100
8.2
0.5
17
13
26
20
100
8.4
0.5
18
13
28
12
100
8.1
0.5
19
13
30
14
100
8.3
0.5
20
13
32
16
100
8.5
0.5
21
15
24
20
100
8.4
0.5
22
15
26
12
100
8.1
0.5
23
15
28
14
100
8.3
0.5
24
15
30
16
100
8.5
0.5
25
15
32
18
100
9.2
0.5


### 2.3. Testing Parameters

#### 2.3.1. Amount of Water and Setting Time Required for Reaching Standard Consistency

According to the BS EN (British Standard European Norm) 196-3 standard (compliant with the EN (European Norm) 196-3 standard), Vicat’s apparatus (purchased from Shanghai Shenrui Test Equipment Manufacturing Co., Ltd.) was used to determine the amount of water and setting time required for the cementitious materials to achieve standard consistency.


#### 2.3.2. Consistency

An SC-145 mortar consistometer (purchased from Beijing Zhongke Luda Instrument Co., Ltd.; Figure3) was used to determine the consistencies of the produced cementitious materials. First, each prepared cementitious material was placed inside a container. When the tip of the testing cone touched the material surface, the clamping screw was unscrewed, allowing the testing cone to fall freely. The falling depth displayed on the consistometer dial corresponded to the consistency value for the cementitious material (the results of three tests were averaged for each studied cementitious material), and the measurement accuracy was 1 mm.Figure 3


#### 2.3.3. Slump Testing

The cementitious material was packed inside a tube in three layers with approximately equal volumes. Each layer was treated with a tamping rod evenly inserted in the slump cylinder 25 times following the shape of a spiral. After the completion of the tamping process, the slump tube was removed, and the difference between the centre point of the specimen’s top and the height of the produced slump (corresponding to the slump value) was measured by a steel ruler. The duration of the entire testing procedure was about 150 s, and the accuracy of the obtained results was 1 mm. If the studied sample exhibited collapse or shear, the results of the slump test were considered negative, and the testing procedure was repeated.


#### 2.3.4. Strength

Compressive and flexural strengths (Figure4) of the cementitious materials were measured in accordance with the BS EN (British Standard European Norm) 196-1 standard compliant with the EN (European Norm) 196-1 standard.Figure 4
(a)
(b)


#### 2.3.5. XRD Analysis

After the test blocks were cured for 7 and 28 d, the surfaces that might be possibly carbonated were removed with a knife. The samples were removed from the interior of each test block and cut into 2.5–5 mm pieces [25], which were subsequently immersed in a mixture of absolute ethanol and acetone. After the hydration reaction was complete, the test blocks were dried for about 48 h at 40°C and then ground into fine powder for XRD analysis.


#### 2.3.6. Scanning Electron Microscopy Analysis

After the test blocks were cured for 7 and 28 d, additional samples were taken from their interior and cut into 2.5–5 mm pieces [26], which were subsequently dried to a constant weight in a vacuum-drying tube with a vacuum degree of 740 mm Hg at 60°C [27]. Afterwards, the samples were metallised under vacuum, placed into a scanning electron microscope (SEM; SX-40; International Scientific Instruments, Japan) for the observation of their cross-sectional morphology, and photographed.


## 2.1. Raw Materials

The following raw materials have been utilised in this study.Fly ash with a density of 1.78 g/cm3 and a specific surface area of 219 m2/kg was purchased from Shandong Binzhou Shanshui Cement Co., Ltd. Its activity index was calculated as follows:(1)R28=RR0×100%.The obtained activity index of the fly ash was H28 = 61% (its chemical composition is listed in Table 1).Table 1
Chemical compositions of raw materials (in wt.%).
Raw materials
Loss on ignition
Silicon dioxide
Aluminium oxide
Iron(III) oxide
Calcium oxide
Magnesium oxide
Sulphur trioxide
Fly ash
4.22
45.98
31.79
6.18
3.67
0.90
0.70
Carbide slag
1.7
3.16
2.72
0.42
64.57
0.72
1.52
GBFS
0.25
30.13
17.14
0.71
38.83
7.38
0.59GBFS with a density of 2.88 g/cm3 and a specific surface area of 361 m2/kg was purchased from Shandong Binzhou Shanshui Cement Co., Ltd. Its chemical composition is listed in Table 1, and the corresponding X-ray diffraction (XRD) pattern is depicted in Figure 1. It shows the existence of a large peak in the 2θ range of 20–38° and a very small amount of the gehlenite phase without any distinct crystalline peaks. Hence, the GBFS used in this study can be considered a completely vitreous material.Figure 1Carbide slag purchased from Shandong Linzi Acetylene Gas Factory was calcined for 30 min at 1000°C. It was characterised by the calcium oxide mass fraction of 77.5%, calcium hydroxide mass fraction of 18.5%, density of 2.64 g/cm3, and specific surface area of 419 m2/kg. The chemical composition of the utilised carbide slag is listed in Table 1.FGD gypsum that contained more than 90 mass% of calcium sulphate dihydrate was purchased from Shandong Binzhou Shanshui Cement Co., Ltd. After the calcination of FGD gypsum for 2 h at 180°C, its major component was converted intoβ-hemihydrate gypsum with a density of 2.64 g/cm3 and a specific surface area of 269 m2/kg.Admixtures of sodium hydroxide (≥96.0 mass%) and naphthalene superplasticiser (Cl− content <0.4 mass%, sulphate content <9 mass%, and solid content ≥93 mass%) were purchased from Chenqi Chemical Technology Co. Ltd., Shanghai.The density of the mixture was 2.31 g/cm3, and its specific surface area was 327 m2/kg.Round siliceous river sand with a silicon dioxide content exceeding 98 mass% was utilised. Its particle size is listed in Figure2.Figure 2Tap water was used in all experiments.


## 2.2. Preparation of Test Blocks

An orthogonal experimental design was employed for the development of experimental procedures. The orthogonal testing parameters included the masses of FGD gypsum (A), GBFS (B), and carbide slag (C) (their corresponding amounts are listed in Table2).Table 2
Levels and factors of the orthogonal test.
Levels
Factors
FGD gypsum (g) (A)
GBFS (g) (B)
Carbide slag (g) (C)
1
7
24
12
2
9
26
14
3
11
28
16
4
13
30
18
5
15
32
20In accordance with the parameter combinations described in the L25(56) orthogonal table [11], the fly ash, carbide slag, FGD gypsum, GBFS, and admixture components were mixed together to form composite cementitious materials. Prior to mixing, the materials were weighed with an accuracy of 0.01 g using an electronic balance (YP1002N; Shanghai Jingke Tianmei Scientific Instrument Co., Ltd.) in accordance with the material mixing ratios provided in Table 3. The cement/sand ratio was 0.25, and the water/cement ratio was 0.5. Subsequently, the weighed materials were mixed using the following procedure: first, a specified amount of granular sodium hydroxide was dissolved in water, and the resulting aqueous sodium hydroxide solution was added to the bowl of the mixer with a capacity of 5 L (JJ-5; Wuxi Xiyi Building Materials Instrument Co., Ltd.), which was fixed onto its frame and raised to a set position. Afterwards, the materials were immediately mixed for 30 s at a low speed of 140 ± 5 rpm. Sand was continuously added at a uniform rate during the next 30 s of mixing. After the sand addition, the mixer was run for another 30 s at a high speed of 285 ± 10 rpm and then stopped for 90 s. Within the first 15 s after the mixer was stopped, the mortar that had adhered to the blades and bowl wall was scraped into the centre of the bowl. After a 90 s interval, the mixing process was continued for another 60 s at a high speed. Immediately after mixing, the materials were moulded using an empty test mould (with dimensions of 40 mm × 40 mm × 160 mm) and a bushing fixed onto a vibrating compaction table. A scoop was used to obtain mortar from the mixer bowl, which was placed into the test mould in two layers. About 300 g of mortar was put into each groove in the first layer, which was then compacted via 60 vibrations. The second layer was added until the mould was filled, and the mortar was again compacted by 60 vibrations. Afterwards, the mould bushing was removed, and the test mould was transferred from the vibrating compaction table. Any mortar exceeding the dimensions of the test mould was scraped away using a metal ruler, and the produced test block was numbered. The moulded test block was cured at a temperature of 20 ± 2°C in the environment with a relative humidity greater than 50%. After 24 h of curing, the mould was removed and subjected to another curing procedure at 20 ± 2°C inside the curing chamber with a relative humidity of 95%. Each test block was cured for either 7 or 28 d, and its strength was measured after the corresponding curing period.Table 3
Materials proportioning of the orthogonal test.
Number
Raw materials
FGD gypsum (g)
GBFS (g)
Carbide slag (g)
Fly ash (g)
Sodium hydroxide (g)
Water-reducing admixture (g)
1
7
24
12
100
7.5
0.5
2
7
26
14
100
7.8
0.5
3
7
28
16
100
7.9
0.5
4
7
30
18
100
8.2
0.5
5
7
32
20
100
8.4
0.5
6
9
24
14
100
7.7
0.5
7
9
26
16
100
7.9
0.5
8
9
28
18
100
8.2
0.5
9
9
30
20
100
8.4
0.5
10
9
32
12
100
8.1
0.5
11
11
24
16
100
7.9
0.5
12
11
26
18
100
8.2
0.5
13
11
28
20
100
8.4
0.5
14
11
30
12
100
8.1
0.5
15
11
32
14
100
8.3
0.5
16
13
24
18
100
8.2
0.5
17
13
26
20
100
8.4
0.5
18
13
28
12
100
8.1
0.5
19
13
30
14
100
8.3
0.5
20
13
32
16
100
8.5
0.5
21
15
24
20
100
8.4
0.5
22
15
26
12
100
8.1
0.5
23
15
28
14
100
8.3
0.5
24
15
30
16
100
8.5
0.5
25
15
32
18
100
9.2
0.5


## 2.3. Testing Parameters

### 2.3.1. Amount of Water and Setting Time Required for Reaching Standard Consistency

According to the BS EN (British Standard European Norm) 196-3 standard (compliant with the EN (European Norm) 196-3 standard), Vicat’s apparatus (purchased from Shanghai Shenrui Test Equipment Manufacturing Co., Ltd.) was used to determine the amount of water and setting time required for the cementitious materials to achieve standard consistency.


### 2.3.2. Consistency

An SC-145 mortar consistometer (purchased from Beijing Zhongke Luda Instrument Co., Ltd.; Figure3) was used to determine the consistencies of the produced cementitious materials. First, each prepared cementitious material was placed inside a container. When the tip of the testing cone touched the material surface, the clamping screw was unscrewed, allowing the testing cone to fall freely. The falling depth displayed on the consistometer dial corresponded to the consistency value for the cementitious material (the results of three tests were averaged for each studied cementitious material), and the measurement accuracy was 1 mm.Figure 3


### 2.3.3. Slump Testing

The cementitious material was packed inside a tube in three layers with approximately equal volumes. Each layer was treated with a tamping rod evenly inserted in the slump cylinder 25 times following the shape of a spiral. After the completion of the tamping process, the slump tube was removed, and the difference between the centre point of the specimen’s top and the height of the produced slump (corresponding to the slump value) was measured by a steel ruler. The duration of the entire testing procedure was about 150 s, and the accuracy of the obtained results was 1 mm. If the studied sample exhibited collapse or shear, the results of the slump test were considered negative, and the testing procedure was repeated.


### 2.3.4. Strength

Compressive and flexural strengths (Figure4) of the cementitious materials were measured in accordance with the BS EN (British Standard European Norm) 196-1 standard compliant with the EN (European Norm) 196-1 standard.Figure 4
(a)
(b)


### 2.3.5. XRD Analysis

After the test blocks were cured for 7 and 28 d, the surfaces that might be possibly carbonated were removed with a knife. The samples were removed from the interior of each test block and cut into 2.5–5 mm pieces [25], which were subsequently immersed in a mixture of absolute ethanol and acetone. After the hydration reaction was complete, the test blocks were dried for about 48 h at 40°C and then ground into fine powder for XRD analysis.


### 2.3.6. Scanning Electron Microscopy Analysis

After the test blocks were cured for 7 and 28 d, additional samples were taken from their interior and cut into 2.5–5 mm pieces [26], which were subsequently dried to a constant weight in a vacuum-drying tube with a vacuum degree of 740 mm Hg at 60°C [27]. Afterwards, the samples were metallised under vacuum, placed into a scanning electron microscope (SEM; SX-40; International Scientific Instruments, Japan) for the observation of their cross-sectional morphology, and photographed.


## 2.3.1. Amount of Water and Setting Time Required for Reaching Standard Consistency

According to the BS EN (British Standard European Norm) 196-3 standard (compliant with the EN (European Norm) 196-3 standard), Vicat’s apparatus (purchased from Shanghai Shenrui Test Equipment Manufacturing Co., Ltd.) was used to determine the amount of water and setting time required for the cementitious materials to achieve standard consistency.


## 2.3.2. Consistency

An SC-145 mortar consistometer (purchased from Beijing Zhongke Luda Instrument Co., Ltd.; Figure3) was used to determine the consistencies of the produced cementitious materials. First, each prepared cementitious material was placed inside a container. When the tip of the testing cone touched the material surface, the clamping screw was unscrewed, allowing the testing cone to fall freely. The falling depth displayed on the consistometer dial corresponded to the consistency value for the cementitious material (the results of three tests were averaged for each studied cementitious material), and the measurement accuracy was 1 mm.Figure 3


## 2.3.3. Slump Testing

The cementitious material was packed inside a tube in three layers with approximately equal volumes. Each layer was treated with a tamping rod evenly inserted in the slump cylinder 25 times following the shape of a spiral. After the completion of the tamping process, the slump tube was removed, and the difference between the centre point of the specimen’s top and the height of the produced slump (corresponding to the slump value) was measured by a steel ruler. The duration of the entire testing procedure was about 150 s, and the accuracy of the obtained results was 1 mm. If the studied sample exhibited collapse or shear, the results of the slump test were considered negative, and the testing procedure was repeated.


## 2.3.4. Strength

Compressive and flexural strengths (Figure4) of the cementitious materials were measured in accordance with the BS EN (British Standard European Norm) 196-1 standard compliant with the EN (European Norm) 196-1 standard.Figure 4
(a)
(b)


## 2.3.5. XRD Analysis

After the test blocks were cured for 7 and 28 d, the surfaces that might be possibly carbonated were removed with a knife. The samples were removed from the interior of each test block and cut into 2.5–5 mm pieces [25], which were subsequently immersed in a mixture of absolute ethanol and acetone. After the hydration reaction was complete, the test blocks were dried for about 48 h at 40°C and then ground into fine powder for XRD analysis.


## 2.3.6. Scanning Electron Microscopy Analysis

After the test blocks were cured for 7 and 28 d, additional samples were taken from their interior and cut into 2.5–5 mm pieces [26], which were subsequently dried to a constant weight in a vacuum-drying tube with a vacuum degree of 740 mm Hg at 60°C [27]. Afterwards, the samples were metallised under vacuum, placed into a scanning electron microscope (SEM; SX-40; International Scientific Instruments, Japan) for the observation of their cross-sectional morphology, and photographed.


## 3. Results and Discussion

### 3.1. Amounts of Water Required for Reaching Standard Consistency and Consistency

Table4 lists the results of orthogonal testing. Table S1 contains the results of range analysis, which was conducted to determine the amounts of water required for reaching standard consistency and consistency of the cementitious materials. According to the results presented in Table S1, when the raw material combination is A5B2C4 (corresponding to the mass ratio of FGD gypsum : GBFS : carbide slag equal to 15 : 26 : 18), it exhibits the greatest impact on the amounts of water required for reaching standard consistency (the greater the content of FGD gypsum, the higher the amount of the consumed free water; in addition, carbide slag consumes a fraction of free water as well). When the raw material combination is A2B1C5 (corresponding to the FGD gypsum : GBFS : carbide slag mass ratio of 9 : 24 : 20), it exhibits the greatest impact on the consistency of cementitious materials since carbide slag not only consumes large amounts of free water but also releases a lot of heat that accelerates the hydration reaction. As shown in Figure 5, the raw materials can be ranked in terms of their effect on the amount of water required to achieve standard consistency and consistency as follows: FGD gypsum > carbide slag > GBFS. After high-temperature calcination, the major components of the tested FGD gypsum and carbide slag were transformed into hemihydrate gypsum and calcium oxide, respectively. Once hemihydrate gypsum was exposed to water, it was hydrated rapidly to produce dihydrate gypsum. A large amount of free water was consumed during hydration, while calcium oxide species also reacted with water to generate calcium hydroxide. The amounts of water required for the cementitious materials to reach standard consistency varied, owing to the large volume of consumed free water (in general, consistency is a measure of the fluidity of a cementitious system corresponding to a fixed volume of water). The samples containing large amounts of FGD gypsum and carbide slag consume more free water, thus decreasing the consistency and fluidity of the cementitious system.Table 4
Results of the orthogonal test.
Number
Water required for standard consistency (mL)
Consistency (mm)
Slump (mm)
Setting time (min)
7 d strength (MPa)
28 d strength (MPa)
Initial time
Final time
Compressive strength
Flexural strength
Compressive strength
Flexural strength
1
141
14
212
287
397
1.72
0.61
3.79
1.35
2
137
13
143
298
387
1.81
0.65
3.40
1.05
3
128
14
129
265
389
2.48
0.95
3.67
1.12
4
132
13
144
267
364
1.78
0.64
3.23
0.98
5
135
14
165
279
397
2.14
0.80
3.36
1.33
6
126
14
138
259
367
2.22
0.84
3.20
1.30
7
143
13
174
246
387
1.94
0.79
2.92
1.29
8
136
14
158
275
376
2.32
0.92
3.84
1.44
9
134
15
149
289
359
2.37
0.93
3.46
1.23
10
137
14
190
273
378
2.43
0.93
3.39
1.24
11
127
11
147
256
367
1.89
0.77
3.35
1.17
12
147
12
211
265
387
1.90
0.78
3.13
1.14
13
132
15
157
286
398
1.84
0.75
3.14
1.26
14
123
14
138
265
369
1.81
0.72
3.56
1.24
15
128
14
139
254
378
2.22
0.83
3.37
1.03
16
131
12
210
247
367
1.82
0.66
3.49
1.33
17
138
14
200
267
373
2.29
0.90
4.07
1.40
18
121
13
129
256
357
1.80
0.66
3.56
1.10
19
127
13
146
243
363
1.50
0.66
3.40
0.98
20
130
13
178
287
356
2.15
0.80
4.05
1.47
21
145
13
191
267
364
1.63
0.57
3.58
1.16
22
138
9
159
253
352
1.63
0.56
3.47
1.15
23
146
8
148
256
358
1.71
0.61
3.94
1.40
24
141
9
149
278
398
1.81
0.66
3.47
1.15
25
142
7
138
298
378
1.77
0.70
3.72
1.22Figure 5
(a)
(b)


### 3.2. Setting Time

TableS2 contains the results of the range analysis conducted for the setting time of the prepared cementitious materials. It shows that when the combinations of the raw materials correspond to the formulas A1B5C5 and A1B5C3 (for the mass ratios of FGD gypsum : GBFS : carbide slag of 7 : 15 : 20 and 7 : 15 : 16, resp.), the initial and final setting times are affected most significantly because FGD gypsum inhibits the hydration process of cementitious materials. As shown in Figure 6, the raw materials can be ranked in terms of their effect on the initial and final setting times as follows: FGD gypsum > carbide slag > GBFS. In general, the setting time of cementitious materials is related to their hydration rate. Dihydrate gypsum, a hydration product of hemihydrate gypsum, can promote the hydration of fly ash and generate ettringite (AFt) crystals, which in turn cover the surface of fly ash particles, thus decreasing the hydration rate of the cementitious system. As the hydration reaction progresses, the resulting crystallisation pressure produces a significant amount of AFt crystals on the fly ash particle surface. When the crystallisation pressure becomes relatively high, a local rupture of the coated layer occurs, exposing the fly ash particles and further triggering the hydration reaction. Therefore, among the utilised raw materials, FGD gypsum produced the greatest impact on the material setting time. In addition, carbide slag reacted with water to generate calcium hydroxide, which not only provided an alkaline environment for the hydration reaction but also released a large amount of heat, further promoting hydration. Thus, the presence of carbide slag affects the setting time of the prepared cementitious materials to a certain extent.Figure 6
(a)
(b)


### 3.3. Slump Value

TableS3 contains the results of the range analysis conducted for the obtained slump values. It shows that when the raw material combination is A4B1C5 (corresponding to the mass ratio of FGD gypsum : GBFS : carbide slag of 13 : 24 : 20), it exhibits the greatest impact on the slump of the cementitious material. According to Figure 7, the resulting slump value is affected by the following factors: GBFS > carbide slag > FGD gypsum, because the former is composed of the spherical vitreous bodies with a smooth and compact surface, which ensure good lubrication of the cementitious material. At the same time, the size of GBFS particles is relatively small, which makes them easily dispersible in the matrix. Hence, some amount of the mixing water trapped inside the gap is released; as a result, the presence of GBFS species produces the greatest impact on the slump value of the cementitious material. In addition, the reaction of calcium carbide with water is exothermic and thus accelerates the hydration of cementitious materials (thereby affecting their slump values).Figure 7


### 3.4. Strength

According to the data listed in Table4, the compressive strengths of the cementitious material aged for 7 and 28 d are equal to 2.48 and 4.07 MPa, respectively, and the highest material strength is achieved at a mass ratio of FGD gypsum to GBFS to carbide slag of 13 : 26 : 20. As indicated by the range analysis results presented in Table S4, at a raw material combination of A2B5C3 (corresponding to the mass ratio of FGD gypsum : GBFS : carbide slag equal to 9 : 32 : 16), it exhibits the greatest impact on the 7 d strength of the resulting material. When the compositions of the raw materials are A4B3C1 and A2B3C5 (corresponding to the mass ratios of FGD gypsum : GBFS : carbide slag equal to 13 : 28 : 12 and 9 : 28 : 20, resp.), they exhibit the greatest impact on the 28 d compressive strength and flexural strength of these materials, respectively. The observed phenomenon is due to the effect produced by the presence of silicon dioxide and aluminium oxide species in GBFS; in particular, the Ca2+ ions originated from carbide slag play an important role in the formation of calcium silicate hydrate (C-S-H) gel during the entire hydration process. According to Figures 8(a) and 8(b), the utilised raw materials can be ranked according to their effect on the 7 d strength of the cementitious materials as follows: FGD gypsum > GBFS > carbide slag, while the results presented in Figure 8(c) and 8(d) reveal that, after 28 d of aging, their effects on the flexural and compressive strengths can be described as GBFS > FGD gypsum > carbide slag and GBFS > FGD gypsum > carbide slag, respectively.Figure 8
(a)
(b)
(c)
(d)In practical applications, the strength of cementitious materials is an important index. To obtain a more accurate ratio of the three raw materials, that is, FGD gypsum, GBFS, and carbide slag, a nonlinear regression analysis was performed on the orthogonal results of the 28 d compressive strength of the cementitious materials. The following regression equation was obtained:(2)y=−0.0011x12−0.0141x22−0.0043x32−0.0165x1x2+0.0295x1x3+0.0221x2x3+0.0702x1+0.6548x2−0.8262x3,where y indicates the compressive strength, x1 indicates FGD gypsum, x2 indicates GBFS, and x3 indicates carbide slag. Here, the residual sum of squares is 1.469. The dependent and independent variables in this regression equation are observed to have a good correlation. P < α indicates that this equation can satisfy the significance test. Through accurate prediction, within the range of the value of the three raw material dosages, the optimal ratio of the three raw materials is FGD gypsum : GBFS : carbide slag = 15 : 30 : 20, and the compressive strength is 4.2 MPa.(3)(4)Figure9 is a hydration mechanism diagram of fly ash. Fly ash and GBFS particles exhibit vitreous structures, which form a compact acidic film during their contact with water. This film prevents the permeation of water into the particles’ interior and outward dissolution of ions, thus making it impossible for fly ash and GBFS to undergo hydration. After carbide slag was added to the cementitious system, it reacted with water and raised the temperature of the system. The presence of calcium hydroxide increased the concentration of OH− ions in the mixture, while the addition of the sodium hydroxide activator produced a large amount of OH− ions, which in turn increased its pH. Thus, the addition of carbide slag rapidly destroys the acidic film layers on the fly ash and GBFS surfaces as well as Si-O-Si and Si-O-Al irregular chain structures, which enable the dissolution of various mineral components, such as silicon dioxide and aluminium oxide [28]. The damage of the vitreous surfaces caused by the sodium hydroxide addition can be described by (3) and (4).Figure 9The Si-O-Na species produced during these reactions are soluble in water, while the subsequent exchange of Na+ with Ca2+ leads to the formation of C-S-H gel. β-Hemihydrate gypsum can react with water to form calcium sulphate dihydrate. The SO42− species produced during the dissociation of calcium sulphate dihydrate are adsorbed onto the surface of the vitreous body, breaking the Si-O and Al-O bonds at the active reaction sites and thus assisting OH− ions in destroying the acid membrane. In addition, SO42− ions react with AlO2− in the reaction system in the presence of Ca2+ ions to form AFt species [3] in accordance with (5).(5)SO42−+Ca2++AlO2−+OH−⟶3CaO⋅Al2O3⋅3CaSO4⋅32H2O(6)3CaO⋅Al2O3⋅6H2O+3CaSO4⋅2H2O+20H2O⟶3CaO⋅Al2O3⋅3CaSO4⋅32H2OA fraction of calcium aluminate hydrate can also react with calcium sulphate dihydrate to form AFt in accordance with (6).The produced AFt species play the following two roles in the obtained cementitious system:(1)
The swelling of AFt [15] cracks the surface of the vitreous body and exposes the active substances located below, thus increasing the concentration of the volcano ash reactants in the system. AFt particles may also fill the gaps in the hydration space, which improves the compactness of the cementitious system and enhances its strength.(2)
The needle-shaped AFt particles interconnect to form fibrous or network coatings on the surfaces of fly ash and blast-furnace slag particles. Because the compactness of the C-S-H layer is greater than that of the AFt coating, the Ca2+ ions produced during calcium hydroxide ionisation tend to diffuse into the interior of the fly ash and blast-furnace slag particles and react with silicon dioxide and aluminium oxide species. This process shortens the plateau of the activation process and further stimulates the activity of fly ash and blast-furnace slag particles.In addition, SO42− ions can displace some of the SiO44− ions in the C-S-H gel. The displaced SiO44− ion species facilitate further dissolution of aluminium oxide and the reaction with Ca2+ ions, thus increasing the produced gel amount. They can react with the active sites of the Al3+ network on the surface of the vitreous body, cleaving Si-O and Al-O bonds and accelerating the hydration reaction [29], which in turn causes the secondary hydration. The active materials of fly ash and blast-furnace slag are consumed in the presence of FGD gypsum and carbide slag, resulting in the establishment of a positive cycle that stimulates their activity to the highest extent possible and, therefore, enhances the strength of the produced cementitious system.


### 3.5. SEM and XRD Analyses

Figure10 shows the SEM photographs of the 10th and 21st sets of samples, which contain large amounts of fly ash particles served as a framework. The hydration products of the cementitious material obtained after 7 d of aging were primarily composed of needle- or rod-like AFt crystals and a small amount of the fibrous C-S-H gel, while the internal sample structure contained relatively large pores. The hydration products obtained after 28 d of aging included larger amounts of AFt crystals and C-S-H gel, which overlapped and interlaced with each other, thus filling the pores of the cementitious material and forming a relatively compact structure with a continuously increasing strength. Based on the obtained SEM results, sample no. 21 contained smaller amounts of AFt and C-S-H gel species produced during hydration as compared to sample no. 10. Furthermore, sample no. 21 contained a large amount of flaky calcium hydroxide species, which were not involved in the hydration reaction. It also exhibited large pores and an insufficiently compact structure, which was consistent with its strength.Figure 10
(a)
(b)
(c)
(d)Under the action of carbide slag and sodium hydroxide, active silicon dioxide and aluminium oxide species in the cementitious system reacted with SO42− ions in the liquid phase to produce AFt crystals, which in turn filled the pores and bound to the fly ash particles, forming a three-dimensional network spatial structure with a gradually increasing strength [30]. When the fly ash particles were surrounded by the hydration products, they continued to be hydrated into the C-S-H gel and filled the pores of the cementitious system. As a result, the compactness and strength of the resulting cementitious material were enhanced.Figure11 shows the XRD pattern obtained for sample no. 10. After the cementitious system underwent hydration for 7 d, several AFt and CSH2 diffraction peaks were detected along with the diffraction peaks of calcium hydroxide, which was not involved in the hydration reaction. The intensities of the calcium hydroxide diffraction peaks gradually decreased with time, while a bulging process accompanied by the formation of a large amount of the C-S-H gel was observed in the 2θ range of 15–60°. The obtained results indicate that fly ash was gradually activated during the first 7 d of curing. In addition, prominent C-S-H gel diffraction peaks were observed after 28 d of hydration, which could be explained as follows: first, aluminium oxide reacted with Ca2+ and SO42− ions in the liquid phase to produce AFt crystals (which covered the surface of fly ash particles) and a small amount of the C-S-H gel, which subsequently strengthened the cementitious system. After 28 d of hydration, a substantial amount of Ca2+ ions were consumed, producing larger amounts of the C-S-H gel. The resulting gel species filled the pores of the cementitious system and adhered to each other, thereby increasing the material strength.Figure 11


## 3.1. Amounts of Water Required for Reaching Standard Consistency and Consistency

Table4 lists the results of orthogonal testing. Table S1 contains the results of range analysis, which was conducted to determine the amounts of water required for reaching standard consistency and consistency of the cementitious materials. According to the results presented in Table S1, when the raw material combination is A5B2C4 (corresponding to the mass ratio of FGD gypsum : GBFS : carbide slag equal to 15 : 26 : 18), it exhibits the greatest impact on the amounts of water required for reaching standard consistency (the greater the content of FGD gypsum, the higher the amount of the consumed free water; in addition, carbide slag consumes a fraction of free water as well). When the raw material combination is A2B1C5 (corresponding to the FGD gypsum : GBFS : carbide slag mass ratio of 9 : 24 : 20), it exhibits the greatest impact on the consistency of cementitious materials since carbide slag not only consumes large amounts of free water but also releases a lot of heat that accelerates the hydration reaction. As shown in Figure 5, the raw materials can be ranked in terms of their effect on the amount of water required to achieve standard consistency and consistency as follows: FGD gypsum > carbide slag > GBFS. After high-temperature calcination, the major components of the tested FGD gypsum and carbide slag were transformed into hemihydrate gypsum and calcium oxide, respectively. Once hemihydrate gypsum was exposed to water, it was hydrated rapidly to produce dihydrate gypsum. A large amount of free water was consumed during hydration, while calcium oxide species also reacted with water to generate calcium hydroxide. The amounts of water required for the cementitious materials to reach standard consistency varied, owing to the large volume of consumed free water (in general, consistency is a measure of the fluidity of a cementitious system corresponding to a fixed volume of water). The samples containing large amounts of FGD gypsum and carbide slag consume more free water, thus decreasing the consistency and fluidity of the cementitious system.Table 4
Results of the orthogonal test.
Number
Water required for standard consistency (mL)
Consistency (mm)
Slump (mm)
Setting time (min)
7 d strength (MPa)
28 d strength (MPa)
Initial time
Final time
Compressive strength
Flexural strength
Compressive strength
Flexural strength
1
141
14
212
287
397
1.72
0.61
3.79
1.35
2
137
13
143
298
387
1.81
0.65
3.40
1.05
3
128
14
129
265
389
2.48
0.95
3.67
1.12
4
132
13
144
267
364
1.78
0.64
3.23
0.98
5
135
14
165
279
397
2.14
0.80
3.36
1.33
6
126
14
138
259
367
2.22
0.84
3.20
1.30
7
143
13
174
246
387
1.94
0.79
2.92
1.29
8
136
14
158
275
376
2.32
0.92
3.84
1.44
9
134
15
149
289
359
2.37
0.93
3.46
1.23
10
137
14
190
273
378
2.43
0.93
3.39
1.24
11
127
11
147
256
367
1.89
0.77
3.35
1.17
12
147
12
211
265
387
1.90
0.78
3.13
1.14
13
132
15
157
286
398
1.84
0.75
3.14
1.26
14
123
14
138
265
369
1.81
0.72
3.56
1.24
15
128
14
139
254
378
2.22
0.83
3.37
1.03
16
131
12
210
247
367
1.82
0.66
3.49
1.33
17
138
14
200
267
373
2.29
0.90
4.07
1.40
18
121
13
129
256
357
1.80
0.66
3.56
1.10
19
127
13
146
243
363
1.50
0.66
3.40
0.98
20
130
13
178
287
356
2.15
0.80
4.05
1.47
21
145
13
191
267
364
1.63
0.57
3.58
1.16
22
138
9
159
253
352
1.63
0.56
3.47
1.15
23
146
8
148
256
358
1.71
0.61
3.94
1.40
24
141
9
149
278
398
1.81
0.66
3.47
1.15
25
142
7
138
298
378
1.77
0.70
3.72
1.22Figure 5
(a)
(b)


## 3.2. Setting Time

TableS2 contains the results of the range analysis conducted for the setting time of the prepared cementitious materials. It shows that when the combinations of the raw materials correspond to the formulas A1B5C5 and A1B5C3 (for the mass ratios of FGD gypsum : GBFS : carbide slag of 7 : 15 : 20 and 7 : 15 : 16, resp.), the initial and final setting times are affected most significantly because FGD gypsum inhibits the hydration process of cementitious materials. As shown in Figure 6, the raw materials can be ranked in terms of their effect on the initial and final setting times as follows: FGD gypsum > carbide slag > GBFS. In general, the setting time of cementitious materials is related to their hydration rate. Dihydrate gypsum, a hydration product of hemihydrate gypsum, can promote the hydration of fly ash and generate ettringite (AFt) crystals, which in turn cover the surface of fly ash particles, thus decreasing the hydration rate of the cementitious system. As the hydration reaction progresses, the resulting crystallisation pressure produces a significant amount of AFt crystals on the fly ash particle surface. When the crystallisation pressure becomes relatively high, a local rupture of the coated layer occurs, exposing the fly ash particles and further triggering the hydration reaction. Therefore, among the utilised raw materials, FGD gypsum produced the greatest impact on the material setting time. In addition, carbide slag reacted with water to generate calcium hydroxide, which not only provided an alkaline environment for the hydration reaction but also released a large amount of heat, further promoting hydration. Thus, the presence of carbide slag affects the setting time of the prepared cementitious materials to a certain extent.Figure 6
(a)
(b)


## 3.3. Slump Value

TableS3 contains the results of the range analysis conducted for the obtained slump values. It shows that when the raw material combination is A4B1C5 (corresponding to the mass ratio of FGD gypsum : GBFS : carbide slag of 13 : 24 : 20), it exhibits the greatest impact on the slump of the cementitious material. According to Figure 7, the resulting slump value is affected by the following factors: GBFS > carbide slag > FGD gypsum, because the former is composed of the spherical vitreous bodies with a smooth and compact surface, which ensure good lubrication of the cementitious material. At the same time, the size of GBFS particles is relatively small, which makes them easily dispersible in the matrix. Hence, some amount of the mixing water trapped inside the gap is released; as a result, the presence of GBFS species produces the greatest impact on the slump value of the cementitious material. In addition, the reaction of calcium carbide with water is exothermic and thus accelerates the hydration of cementitious materials (thereby affecting their slump values).Figure 7


## 3.4. Strength

According to the data listed in Table4, the compressive strengths of the cementitious material aged for 7 and 28 d are equal to 2.48 and 4.07 MPa, respectively, and the highest material strength is achieved at a mass ratio of FGD gypsum to GBFS to carbide slag of 13 : 26 : 20. As indicated by the range analysis results presented in Table S4, at a raw material combination of A2B5C3 (corresponding to the mass ratio of FGD gypsum : GBFS : carbide slag equal to 9 : 32 : 16), it exhibits the greatest impact on the 7 d strength of the resulting material. When the compositions of the raw materials are A4B3C1 and A2B3C5 (corresponding to the mass ratios of FGD gypsum : GBFS : carbide slag equal to 13 : 28 : 12 and 9 : 28 : 20, resp.), they exhibit the greatest impact on the 28 d compressive strength and flexural strength of these materials, respectively. The observed phenomenon is due to the effect produced by the presence of silicon dioxide and aluminium oxide species in GBFS; in particular, the Ca2+ ions originated from carbide slag play an important role in the formation of calcium silicate hydrate (C-S-H) gel during the entire hydration process. According to Figures 8(a) and 8(b), the utilised raw materials can be ranked according to their effect on the 7 d strength of the cementitious materials as follows: FGD gypsum > GBFS > carbide slag, while the results presented in Figure 8(c) and 8(d) reveal that, after 28 d of aging, their effects on the flexural and compressive strengths can be described as GBFS > FGD gypsum > carbide slag and GBFS > FGD gypsum > carbide slag, respectively.Figure 8
(a)
(b)
(c)
(d)In practical applications, the strength of cementitious materials is an important index. To obtain a more accurate ratio of the three raw materials, that is, FGD gypsum, GBFS, and carbide slag, a nonlinear regression analysis was performed on the orthogonal results of the 28 d compressive strength of the cementitious materials. The following regression equation was obtained:(2)y=−0.0011x12−0.0141x22−0.0043x32−0.0165x1x2+0.0295x1x3+0.0221x2x3+0.0702x1+0.6548x2−0.8262x3,where y indicates the compressive strength, x1 indicates FGD gypsum, x2 indicates GBFS, and x3 indicates carbide slag. Here, the residual sum of squares is 1.469. The dependent and independent variables in this regression equation are observed to have a good correlation. P < α indicates that this equation can satisfy the significance test. Through accurate prediction, within the range of the value of the three raw material dosages, the optimal ratio of the three raw materials is FGD gypsum : GBFS : carbide slag = 15 : 30 : 20, and the compressive strength is 4.2 MPa.(3)(4)Figure9 is a hydration mechanism diagram of fly ash. Fly ash and GBFS particles exhibit vitreous structures, which form a compact acidic film during their contact with water. This film prevents the permeation of water into the particles’ interior and outward dissolution of ions, thus making it impossible for fly ash and GBFS to undergo hydration. After carbide slag was added to the cementitious system, it reacted with water and raised the temperature of the system. The presence of calcium hydroxide increased the concentration of OH− ions in the mixture, while the addition of the sodium hydroxide activator produced a large amount of OH− ions, which in turn increased its pH. Thus, the addition of carbide slag rapidly destroys the acidic film layers on the fly ash and GBFS surfaces as well as Si-O-Si and Si-O-Al irregular chain structures, which enable the dissolution of various mineral components, such as silicon dioxide and aluminium oxide [28]. The damage of the vitreous surfaces caused by the sodium hydroxide addition can be described by (3) and (4).Figure 9The Si-O-Na species produced during these reactions are soluble in water, while the subsequent exchange of Na+ with Ca2+ leads to the formation of C-S-H gel. β-Hemihydrate gypsum can react with water to form calcium sulphate dihydrate. The SO42− species produced during the dissociation of calcium sulphate dihydrate are adsorbed onto the surface of the vitreous body, breaking the Si-O and Al-O bonds at the active reaction sites and thus assisting OH− ions in destroying the acid membrane. In addition, SO42− ions react with AlO2− in the reaction system in the presence of Ca2+ ions to form AFt species [3] in accordance with (5).(5)SO42−+Ca2++AlO2−+OH−⟶3CaO⋅Al2O3⋅3CaSO4⋅32H2O(6)3CaO⋅Al2O3⋅6H2O+3CaSO4⋅2H2O+20H2O⟶3CaO⋅Al2O3⋅3CaSO4⋅32H2OA fraction of calcium aluminate hydrate can also react with calcium sulphate dihydrate to form AFt in accordance with (6).The produced AFt species play the following two roles in the obtained cementitious system:(1)
The swelling of AFt [15] cracks the surface of the vitreous body and exposes the active substances located below, thus increasing the concentration of the volcano ash reactants in the system. AFt particles may also fill the gaps in the hydration space, which improves the compactness of the cementitious system and enhances its strength.(2)
The needle-shaped AFt particles interconnect to form fibrous or network coatings on the surfaces of fly ash and blast-furnace slag particles. Because the compactness of the C-S-H layer is greater than that of the AFt coating, the Ca2+ ions produced during calcium hydroxide ionisation tend to diffuse into the interior of the fly ash and blast-furnace slag particles and react with silicon dioxide and aluminium oxide species. This process shortens the plateau of the activation process and further stimulates the activity of fly ash and blast-furnace slag particles.In addition, SO42− ions can displace some of the SiO44− ions in the C-S-H gel. The displaced SiO44− ion species facilitate further dissolution of aluminium oxide and the reaction with Ca2+ ions, thus increasing the produced gel amount. They can react with the active sites of the Al3+ network on the surface of the vitreous body, cleaving Si-O and Al-O bonds and accelerating the hydration reaction [29], which in turn causes the secondary hydration. The active materials of fly ash and blast-furnace slag are consumed in the presence of FGD gypsum and carbide slag, resulting in the establishment of a positive cycle that stimulates their activity to the highest extent possible and, therefore, enhances the strength of the produced cementitious system.


## 3.5. SEM and XRD Analyses

Figure10 shows the SEM photographs of the 10th and 21st sets of samples, which contain large amounts of fly ash particles served as a framework. The hydration products of the cementitious material obtained after 7 d of aging were primarily composed of needle- or rod-like AFt crystals and a small amount of the fibrous C-S-H gel, while the internal sample structure contained relatively large pores. The hydration products obtained after 28 d of aging included larger amounts of AFt crystals and C-S-H gel, which overlapped and interlaced with each other, thus filling the pores of the cementitious material and forming a relatively compact structure with a continuously increasing strength. Based on the obtained SEM results, sample no. 21 contained smaller amounts of AFt and C-S-H gel species produced during hydration as compared to sample no. 10. Furthermore, sample no. 21 contained a large amount of flaky calcium hydroxide species, which were not involved in the hydration reaction. It also exhibited large pores and an insufficiently compact structure, which was consistent with its strength.Figure 10
(a)
(b)
(c)
(d)Under the action of carbide slag and sodium hydroxide, active silicon dioxide and aluminium oxide species in the cementitious system reacted with SO42− ions in the liquid phase to produce AFt crystals, which in turn filled the pores and bound to the fly ash particles, forming a three-dimensional network spatial structure with a gradually increasing strength [30]. When the fly ash particles were surrounded by the hydration products, they continued to be hydrated into the C-S-H gel and filled the pores of the cementitious system. As a result, the compactness and strength of the resulting cementitious material were enhanced.Figure11 shows the XRD pattern obtained for sample no. 10. After the cementitious system underwent hydration for 7 d, several AFt and CSH2 diffraction peaks were detected along with the diffraction peaks of calcium hydroxide, which was not involved in the hydration reaction. The intensities of the calcium hydroxide diffraction peaks gradually decreased with time, while a bulging process accompanied by the formation of a large amount of the C-S-H gel was observed in the 2θ range of 15–60°. The obtained results indicate that fly ash was gradually activated during the first 7 d of curing. In addition, prominent C-S-H gel diffraction peaks were observed after 28 d of hydration, which could be explained as follows: first, aluminium oxide reacted with Ca2+ and SO42− ions in the liquid phase to produce AFt crystals (which covered the surface of fly ash particles) and a small amount of the C-S-H gel, which subsequently strengthened the cementitious system. After 28 d of hydration, a substantial amount of Ca2+ ions were consumed, producing larger amounts of the C-S-H gel. The resulting gel species filled the pores of the cementitious system and adhered to each other, thereby increasing the material strength.Figure 11


## 4. Conclusion

In this study, the activity of fly ash and other industrial waste slag was stimulated by the presence of carbide slag in the filling cementitious materials prepared without adding any cement clinker. The main conclusions can be summarised as follows:(1)
The utilised raw materials can be ranked depending on the following parameters: (a) the amount of water consumed for reaching standard consistency and consistency: FGD gypsum > carbide slag > GBFS, (b) the setting time: FGD gypsum > carbide slag > GBFS, (c) the slump value: GBFS > carbide slag > FGD gypsum, (d) the material strength after 7 d of hydration: FGD gypsum > GBFS > carbide slag, and (e) the material flexural and compressive strengths after 28 d of hydration: FGD gypsum > GBFS > carbide slag and GBFS > FGD gypsum > carbide slag, respectively.(2)
The optimal activation results were achieved when the mass ratio of carbide slag : fly ash : GBFS : FGD gypsum was 12.1 : 60.6 : 18.2 : 9.1.(3)
The results of SEM and XRD analyses indicated that the hydration products obtained after 7 d of curing were primarily composed of AFt crystals and a small amount of the C-S-H gel. In contrast, a relatively large amount of the C-S-H gel was produced after 28 d of hydration.(4)
The manufacturing of fly ash-carbide slag-GBFS-FGD gypsum cementitious materials utilises substantial amounts of industrial waste (including fly ash and carbide slag), which can potentially produce significant social and economic benefits.



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*Source: 4173520-2018-08-09.xml*