# Well-Dispersed Silica Fume by Surface Modification and the Control of Cement Hydration

Authors: Rui Ma; Liping Guo; Wei Sun; Zhidan Rong
Journal: Advances in Civil Engineering
 (2018)

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## Abstract

Silica fume (SF) is a valuable nanoscaled industrial by-product used in cementitious materials owing to its filling and pozzolanic effect. However, the heavy agglomeration of SF is a severe and common problem. In this study, surface modification with polyacrylic acid (PAA) was applied on SF to achieve a better dispersion and to optimize the hydration process of cement at early age. The particle size distribution and surface properties of SF, as well as the cement hydration with modified SF, were investigated. The results demonstrated that the agglomeration of SF particles was efficiently mitigated by the surface treatment with PAA, and the acceleration effect of SF was delayed by the resistance of the surface layer at early age. However, the grafted PAA layer eventually dropped in alkali solution after 6 hours, and the hydration rate was increased again and continued for long time. This work indicated that surface-modified SF was well dispersed and was able to regulate the hydration rate of cement.


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## Body

## 1. Introduction

Nanomaterial is a new generation product. Its outstanding properties have drawn much attention in improving the performance of cementitious materials and have developed rapidly in decades [1–6]. The nanomaterials in cementitious composites can efficiently fill small voids to densify the cement paste matrix with the nanoscaled particles, accelerate cement hydration by supplying large active specific surface, and generate additional C-S-H gels to optimize the microstructure benefiting from the pozzolanic reactivity [7–17]. Nevertheless, the expensive cost and the low productive capacity of artificial nanomaterials limited their wide application in cementitious materials. It has been shown that many industrial by-products, such as silica fume (SF), metakaolin, and ground rice husk ash, are composed of active nanoscaled particles [18–22] and can be used as ecological nanomaterials. The mean particle size of SF can reach about 200 nm, and the specific surface area is large as 20000 m2/kg [23, 24]. Applying SF in cementitious materials not only brings the benefits as nanomaterials but also decreases the production cost and the environmental impact [22, 25–27]. However, as industrial by-products, heavy aggregation commonly exists in SF product, impairing its filling effect and reducing its available active surface area [28, 29] so that well-dispersed SF will take advantages efficiently on its reinforcement for cementitious materials. In addition, nanoparticles-accelerated cement hydration with a rapid heat release at early age, which may cause the structural damage and restrict the strength development at later age [30, 31]. To solve this issue, the nanomaterials with hydration control effect are preferred.Surface modification is an efficient method to improve the particle dispersion and transform the surface properties, which is frequently used for nanomaterials [32–35]. The functional group grafted on the surface feasibly isolates particles by the charge repulsion and the steric hindrance effect [36], and the surface properties can be precisely and purposively determined by the modification agent with the specific experimental procedure. However, the surface modification method is rarely used in cementitious materials as reported in [37, 38]. This may be because that the complex reaction products and high alkali circumstance are generated by cement hydration, which could reduce the stability of the surface modification agents. In addition, the polymer surface modification agents may disturb the cement hydration with unclear interaction. Therefore, a suitable surface agent is important for cementitious materials surface modification. Polyacrylic acid (PAA) with short branch chain of carboxyl groups is a common surface modification agent [39–41]. The hydrophilic groups of PAA can isolate nanoparticles by its charge repulsion and the steric hindrance after grafted on the particle surface and form a hydrophilic layer around the particle. In addition, the molecular structure and functional group of PAA are similar to polycarboxylate superplasticizer [42, 43] so that it may have minor interruption to cement hydration. Amino-silane coupling agent with amino group and silane group on the end of the molecule is a common bridge agent, which can be used to combine the inorganic particles and polymers [44, 45].In this study, a simple and efficient surface modification method was developed to disperse the agglomerate SF. Polyacrylic acid (PAA) andγ-aminopropyltriethoxysilane were selected as the modification agent and the bridge agent, respectively. In addition, the efficiency of particle dispersion was tested by changing the dosage of agents. The effect of modified SF particles on cement hydration was also investigated to reveal the influence of the surface modification agent in cementitious materials.


## 2. Materials and Methods

### 2.1. Materials and Procedure

Commercial silica fume (SF) from Elkem Company was the main material in this study. The chemical and physical properties of SF are shown in Table1. Polyacrylic acid (PAA) 50% water solution from Aladdin with the mean molecular weight of 3000 and KH-550 of commercial γ-aminopropyltriethoxysilane bought from Nanjing Jingtianwei Chemical Co., LTD were used as the dressing agents. The molecule structures of the two agents are shown in Figure 1, and the physical index is listed in Table 2. Ultrapure water was used to prepare aqueous solution in the synthesis process. PI 52.5 Portland cement was used as binder materials. The chemical composition of cement is listed in Table 3. Polycarboxylate superplasticizer (MELFLUX 2651F, BASF) with the water-reducing rate of 40% was used to adjust the workability of fresh pastes.Table 1
Chemical and physical indexes of SF.
SiO2 content (%)
L.O.I (%)
Activity index (%)
Specific surface area (m2/g)
Specific gravity
Silica fume
95.1
0.7
85
29.9
2.3Figure 1
Abbreviated molecular structure of PAA (a) and KH-550 (b).
(a)
(b)Table 2
Physical index of PAA and KH-550.
Materials
Molecular weight
Specific gravity
Concentration (%)
Appearance
Water solubility
PAA
∼3000
1.23
51.4
Colourless viscous liquid
Soluble
KH-550
221.37
0.95
98.2
Colourless liquid
SolubleTable 3
Chemical composition of PI 52.5 Portland cement.
SiO2 (%)
Al2O3 (%)
Fe2O3 (%)
CaO (%)
MgO (%)
SO3 (%)
K2O (%)
N2O (%)
L.O.I (%)
Cement
20.40
4.70
3.38
64.70
0.87
1.89
0.49
0.33
3.24In the preparation procedure, SF (s, g) was dispersed in 500 mL ultrapure water by ultrasonic treatment for 30 min. Then, KH-550 (k, g) dissolved in 100 mL ultrapure water was added into the SF solution slowly and mechanically stirred at 65°C for 20 h. Then, PAA water solution (p, g) was diluted in 100 mL ultrapure water, added into the SF mixture, and stirred at 65°C for another 1 h. The modification procedure is briefly shown in Figure 2. The precipitate was separated by vacuum filtration, washed with ultrapure water and ethanol several times, dried under vacuum at 45°C, and denoted as MSF. To evaluate the dispersion efficiency, three groups of samples with different dosage of materials were prepared, and the dosages are listed in Table 4.Figure 2
The brief schematic diagram of surface modification procedure.Table 4
The dosage of modification agent used in different samples (g).
Sample
s
k
p
MSF
15
3
15
MSF-2
15
6
15
MSF-3
15
3
25To produce cement paste, PI 52.5 Portland cement was partly substituted by SF or MSF with 10% by weight. The water to binder ratio (W/B) was fixed at 0.2. Polycarboxylate superplasticizer of 1% by the powder weight was added to improve the workability of fresh paste. The mix proportion detail is listed in Table5. The fresh mixture was casted and then was steam curried at 85°C for 7 days.Table 5
The mix proportion of cementitious paste.
Sample
W/B
Mix proportion (by mass) (%)
Cement
SF
MSF
SF10
0.2
90
10
0
MSF10
0.2
90
0
10


### 2.2. Test Methods

The particle size distributions of SF and MSF were measured by the laser particle size analyser (PSD, Microtrac S3500). The test solution was ethanol. 5 g of samples was first ultrasonically dispersed in 100 mL ethanol for 3 min, and then the appropriate amount of the mixture was dropped into the test container. Each sample was analysed twice and output the average result.To directly observe the morphology of SF particles and hydrated pastes, a scanning electron microscope (SEM, FEI 3D) was used with both secondary electron (SE) mode and backscattered electronic (BSE) mode. Under the SE mode, the SF particles before and after modification were observed; the operating voltage was 20 kV, and the work distance was about 6 mm.The morphology of hydrated products and the hydration degree were also investigated by BSE images. The electron information collected in the BSE mode is sensitive to the element number so that different phases in paste are easy to distinguish by different grey levels.For the BSE test, the fragments of paste were dried for 48 h at 40°C in vacuum oven, and then the samples were impregnated with epoxy under vacuum until hardened. After this, the samples were successively polished on a sand paper of 20, 10, 5, and 2μm and diamond paste of 0.1 μm. The samples were finally coated with the carbon film to avoid charging during electron scanning. The operating voltage of BSE images was 15 kV. For each sample, BSE images with the magnification of 2000 were used to morphology analysis, and more than thirty images were taken for the hydration degree analysis. Each image was digitized to 1536 × 1024 pixels. For the hydration analysis, the image processing software (image J) was used to distinguish the grey levels from 0 to 255 in each image and calculate the area fraction of unreacted cement owing to the specific range of grey level. Then the hydration degree of cement was calculated by following equation [46]:(1)α=1−VtVini×100%,where α is the hydration degree of cement and Vt and Vini imply the volume fraction of cement from BSE images and initial volume in mix proportion, respectively. Due to the random and isotropic nature of cement paste, the volume fraction of 3D real structure is equal to the area fraction of 2D cross section.Fourier transform infrared spectroscopy (FTIR, Nicolet 5700) was applied to analyse the surface groups of samples. 0.5 g of SF and MSF were, respectively, immersed in 500 mL Ca(OH)2-saturated solution for 0, 6, 12, 24, and 48 hours. Then the immersed samples were dried at 40°C in vacuum for 48 h and tested by FTIR.The hydration heat of cementitious paste was analysed by isothermal conduction calorimetry with an 8-channel isothermal calorimeter (Thermometric TAM Air). About 20 g of sample with the W/B ratio of 0.5 was mixed and tested at 20°C for 72 h. The mix proportions of paste samples are listed in Table6. The output results were normalized to the initial mass of cement.Table 6
The mix proportion of pastes in the isothermal conduction calorimetry test.
Number
W/B
Mix proportion (by mass) (%)
Cement
SF
MSF
P
0.5
100
—
—
PS
0.5
90
10
—
PS2
0.5
90
—
10


## 2.1. Materials and Procedure

Commercial silica fume (SF) from Elkem Company was the main material in this study. The chemical and physical properties of SF are shown in Table1. Polyacrylic acid (PAA) 50% water solution from Aladdin with the mean molecular weight of 3000 and KH-550 of commercial γ-aminopropyltriethoxysilane bought from Nanjing Jingtianwei Chemical Co., LTD were used as the dressing agents. The molecule structures of the two agents are shown in Figure 1, and the physical index is listed in Table 2. Ultrapure water was used to prepare aqueous solution in the synthesis process. PI 52.5 Portland cement was used as binder materials. The chemical composition of cement is listed in Table 3. Polycarboxylate superplasticizer (MELFLUX 2651F, BASF) with the water-reducing rate of 40% was used to adjust the workability of fresh pastes.Table 1
Chemical and physical indexes of SF.
SiO2 content (%)
L.O.I (%)
Activity index (%)
Specific surface area (m2/g)
Specific gravity
Silica fume
95.1
0.7
85
29.9
2.3Figure 1
Abbreviated molecular structure of PAA (a) and KH-550 (b).
(a)
(b)Table 2
Physical index of PAA and KH-550.
Materials
Molecular weight
Specific gravity
Concentration (%)
Appearance
Water solubility
PAA
∼3000
1.23
51.4
Colourless viscous liquid
Soluble
KH-550
221.37
0.95
98.2
Colourless liquid
SolubleTable 3
Chemical composition of PI 52.5 Portland cement.
SiO2 (%)
Al2O3 (%)
Fe2O3 (%)
CaO (%)
MgO (%)
SO3 (%)
K2O (%)
N2O (%)
L.O.I (%)
Cement
20.40
4.70
3.38
64.70
0.87
1.89
0.49
0.33
3.24In the preparation procedure, SF (s, g) was dispersed in 500 mL ultrapure water by ultrasonic treatment for 30 min. Then, KH-550 (k, g) dissolved in 100 mL ultrapure water was added into the SF solution slowly and mechanically stirred at 65°C for 20 h. Then, PAA water solution (p, g) was diluted in 100 mL ultrapure water, added into the SF mixture, and stirred at 65°C for another 1 h. The modification procedure is briefly shown in Figure 2. The precipitate was separated by vacuum filtration, washed with ultrapure water and ethanol several times, dried under vacuum at 45°C, and denoted as MSF. To evaluate the dispersion efficiency, three groups of samples with different dosage of materials were prepared, and the dosages are listed in Table 4.Figure 2
The brief schematic diagram of surface modification procedure.Table 4
The dosage of modification agent used in different samples (g).
Sample
s
k
p
MSF
15
3
15
MSF-2
15
6
15
MSF-3
15
3
25To produce cement paste, PI 52.5 Portland cement was partly substituted by SF or MSF with 10% by weight. The water to binder ratio (W/B) was fixed at 0.2. Polycarboxylate superplasticizer of 1% by the powder weight was added to improve the workability of fresh paste. The mix proportion detail is listed in Table5. The fresh mixture was casted and then was steam curried at 85°C for 7 days.Table 5
The mix proportion of cementitious paste.
Sample
W/B
Mix proportion (by mass) (%)
Cement
SF
MSF
SF10
0.2
90
10
0
MSF10
0.2
90
0
10


## 2.2. Test Methods

The particle size distributions of SF and MSF were measured by the laser particle size analyser (PSD, Microtrac S3500). The test solution was ethanol. 5 g of samples was first ultrasonically dispersed in 100 mL ethanol for 3 min, and then the appropriate amount of the mixture was dropped into the test container. Each sample was analysed twice and output the average result.To directly observe the morphology of SF particles and hydrated pastes, a scanning electron microscope (SEM, FEI 3D) was used with both secondary electron (SE) mode and backscattered electronic (BSE) mode. Under the SE mode, the SF particles before and after modification were observed; the operating voltage was 20 kV, and the work distance was about 6 mm.The morphology of hydrated products and the hydration degree were also investigated by BSE images. The electron information collected in the BSE mode is sensitive to the element number so that different phases in paste are easy to distinguish by different grey levels.For the BSE test, the fragments of paste were dried for 48 h at 40°C in vacuum oven, and then the samples were impregnated with epoxy under vacuum until hardened. After this, the samples were successively polished on a sand paper of 20, 10, 5, and 2μm and diamond paste of 0.1 μm. The samples were finally coated with the carbon film to avoid charging during electron scanning. The operating voltage of BSE images was 15 kV. For each sample, BSE images with the magnification of 2000 were used to morphology analysis, and more than thirty images were taken for the hydration degree analysis. Each image was digitized to 1536 × 1024 pixels. For the hydration analysis, the image processing software (image J) was used to distinguish the grey levels from 0 to 255 in each image and calculate the area fraction of unreacted cement owing to the specific range of grey level. Then the hydration degree of cement was calculated by following equation [46]:(1)α=1−VtVini×100%,where α is the hydration degree of cement and Vt and Vini imply the volume fraction of cement from BSE images and initial volume in mix proportion, respectively. Due to the random and isotropic nature of cement paste, the volume fraction of 3D real structure is equal to the area fraction of 2D cross section.Fourier transform infrared spectroscopy (FTIR, Nicolet 5700) was applied to analyse the surface groups of samples. 0.5 g of SF and MSF were, respectively, immersed in 500 mL Ca(OH)2-saturated solution for 0, 6, 12, 24, and 48 hours. Then the immersed samples were dried at 40°C in vacuum for 48 h and tested by FTIR.The hydration heat of cementitious paste was analysed by isothermal conduction calorimetry with an 8-channel isothermal calorimeter (Thermometric TAM Air). About 20 g of sample with the W/B ratio of 0.5 was mixed and tested at 20°C for 72 h. The mix proportions of paste samples are listed in Table6. The output results were normalized to the initial mass of cement.Table 6
The mix proportion of pastes in the isothermal conduction calorimetry test.
Number
W/B
Mix proportion (by mass) (%)
Cement
SF
MSF
P
0.5
100
—
—
PS
0.5
90
10
—
PS2
0.5
90
—
10


## 3. Results and Discussion

### 3.1. Particle Dispersion Properties

The particle size distributions of initial SF and modified SF with different dosage of agent are shown in Figure3. The particle size of SF ranged from 0.2 μm to about 110 μm, and the results significantly changed for the modified SF. From the results, MSF particles exhibited the best dispersion. The maximum particle size of MSF was less than 100 μm, and the volume fraction of particles less than 5 μm was higher than SF, which implied that more fine particles exist in MSF. However, if the dosage of KH-550 is increased, as the sample MSF-2, the particles with the size lager than 100 μm was significantly increased, which means that the agglomeration becames more serious. As for the sample MSF-3, which was modified with more PAA, the minimum size was larger and the volume fraction of particles smaller than 5 μm was lower than SF and MSF.Figure 3
Particle size distribution (a) and cumulative curve (b) for samples with different dosages of the modified agents.
(a)
(b)The particle size distribution results indicated that PAA surface modification efficiently changed the dispersion of SF. With the optimal ratio of raw SF to modification agents at 5 : 1 : 5, the agglomeration of modified MSF was improved, the maximum particle size was decreased, and the volume fraction of fine particles was larger than initial SF.Based on the particle size distribution analysis results, MSF was optimally dispersed, and the following test was focused on MSF and compared with SF.To directly evaluate the dispersion effect of surface modification, both SF and MSF particles were observed by SEM, and the images are presented in Figure4. In Figure 4(a), it can be seen that although single SF particle was less than 1 μm, a large amount of particles agglomerated together to form a bulk cluster, and the size can reach several micrometres. After surface modification, the size of the agglomerated bulk cluster was much smaller, indicating that the dispersion was improved, as seen in Figure 4(b).Figure 4
SEM images of SF (a) and MSF (b) particles.
(a)
(b)


### 3.2. Surface Properties

The surface properties and the stability of the surface agent in alkali condition were investigated by FTIR, and the curves for SF and MSF with different immersed time are shown in Figure5. In Figure 5(a), the broadband at 3419 cm−1 can be assigned to the O-H stretching vibration of Si-OH and absorbed water, and the band at 1622 cm−1 is the bending of the hydroxyl group. The bands around 1120 cm−1 and 800 cm−1 are due to the asymmetric and symmetric stretching vibrations of Si-O-Si, while the band around 474 cm−1 corresponds to the symmetric bending vibration of O-Si-O [47]. For MSF, shown in Figure 5(b), all typical absorbed bands from SiO2 were detected. In addition, the band at 1716 cm−1 was attributed to the stretching vibration of the carbonyl group from PAA, and band at 1552 cm−1 was assigned to the N-H bending [48]. For the sample immersed in saturated calcium hydroxide solution for more than 6 hours, the absorbed band from carbonyl group cannot be detected anymore, but the band of N-H bond at 1552 cm−1 still existed, and the intense of the peak was higher with the increased immersing time.Figure 5
FTIR curves for SF (a) and MSF (b) with different immersed time.
(a)
(b)Based on the FTIR results, a possible reaction process of SF surface modification and the status of the surface layer in the alkali condition were proposed. Initial SF particles have many hydroxyl groups on its surface. When KH-550 mixed with SF solution at 65°C for 20 h, its silane end was hydrolysed and reacted with hydroxyl groups. After PAA was added, the polymer was hydrolysed again and immobilized by the amidogen group of KH-550 and formed a PAA layer coated with the surface of SF particles. The schematic reaction process is presented in Figure6. The molecular layer surrounded the SF particles would enlarge the distance between particles and prevent them to contact again. In addition, the carboxyl group outside often exhibits negative charge in solution, and the charge repulsion effect can push the closed particles away.Figure 6
Schematic representation for surface modification reaction.Once the MSF was in the alkali condition, the bond between PAA and KH-550 was broken after 6 h, the outer layer falls off, and the amino groups were exposed on the surface. And the concentration of active amino groups was increased with time, which means that more PAA was fallen.


### 3.3. Hydration Calorimetry

The hydration heat results of cement pastes with two kinds of SF particles are presented in Figure7. Figure 7(a) is the heat flow of cement hydration for the samples, and the curves were normalized to the mass of initial cement. After the initial decrease, the heat flow of the cement sample (P) started to increase at 2.1 hour and reached the maximum of 4.0 mw/g at 11.3 hour. While mixed with SF, the acceleration of heat flow started at 1.7 hour, a little early than P, and reached the peak of 5.6 mw/g at 10.4 hour and then sharply dropped. However, mixed with MSF, the cement hydration was deferred to 13.8 hour and then increased to the peak of 3.8 mw/g at 26.9 hour.Figure 7
Isothermal calorimetry results of heat flow (a) and total hydration heat (b).
(a)
(b)According to the literature [47, 49], the hydration process of cement can be divided into five stages: the initial reaction period, the induction period, the acceleration period, the deceleration period, and the stable reaction period. The results in Figure 7(a) demonstrated that compared with pure cement sample, SF particles shorten the acceleration period a little and significantly increased the hydration rate at the acceleration period. However, when mixed with MSF, the induction period of PS2 was about 12 hours longer than the sample P, and the acceleration period was impacted insignificantly. However, the hydration rate of the sample PS2 was decreased slower than pure cement in the deceleration period.The cumulative heat curves shown in Figure7(b) corresponded with heat flow curves. The total amount and increasing rate of heat for the sample PS were the highest due to the high hydration rate in the acceleration period. On the contrary, samples with MSF released lowest heat due to the retardation at early time, but the increasing rate after 40 h was higher than cement because of the long acceleration period and relative high hydration speed in the deceleration period.The fine SF particles have large specific surface area, which increased the surface available for reaction, resulting in acceleration in cement hydration. At the same time, a large amount of hydration products generated around the unreacted cement particles in short time, obstructing its further reaction, so that the reaction in the accelerating period was violent and terminated quickly. When SF was modified with the surface agent, although the fineness of particles increased, the hydrophilic PAA molecule blocked the available surface for cement hydration, leading to a restrained hydration rate at early age. In addition, the hydrophilic PAA layer absorbed mixing water, causing a retardation of cement hydration. However, with the increasing alkalinity generated from cement reaction, the PAA layer was supposed to peel off the particles, the shorterγ-aminopropyltriethoxysilane molecule cannot fully cover the particle surface, and part of the active surface exposed for cement hydration again so that the hydration rate in the deceleration period was relatively higher.


### 3.4. Morphology and Hydration Degree of Pastes

The morphology of cement hydration products was observed by BSE images, as shown in Figure8. There were two primary phases in both samples. Due to the low W/B and pozzolanic reaction of SF, calcium hydroxide was almost consumed. According to [46], the grey level of unreacted cement (UC) is brighter than C-S-H gel in BSE images. The C-S-H gel, which is dense and surrounds the UC particles, was supposed to be the inner C-S-H products, while the loose form of C-S-H was the outer product.Figure 8
The BSE images of cement hydrated with (a) SF and (b) MSF.
(a)
(b)Compared with Figures8(a) and 8(b), more C-S-H gel was generated in MSF10. To quantitate the evaluated the hydration degree of two paste samples, BSE images were analysed by software Image J, and the area fraction of UC in each sample was statistically calculated.Based on the Image J software, the UC and C-S-H gel were distinguished by grey level; Figure9 presents the BSE images for SF10 and MSF10 and the grey level range for different phases. Then, the area fraction of UC was analysed by software, and the average was carried out from thirty images for each sample. After calculation with (1), the average hydration degrees of SF10 and MSF10 were 54.4% and 63.2%, respectively.Figure 9
The BSE image (a) and grey level histogram (b) for SF10. The BSE image (c) and grey level histogram (d) for MSF10.
(a)
(b)
(c)
(d)SF particles accelerated cement hydration at the acceleration period with their large active surface area, while the intense reaction of cement was finished quickly since much inner C-S-H gel was generated around the cement particle and stopped the continuous hydration. However, when mixed with MSF, the hydration process was gentle at early time because no active surface was available for cement hydration; the primary effect of MSF was physical filling effect. With the cement hydration proceeded, the outer PAA layer on MSF was dropped and the active surface was exposed to accelerate the hydration so that the hydration rates at the deceleration period and the stable reaction period were higher, leading to a relative higher hydration degree at long age.


## 3.1. Particle Dispersion Properties

The particle size distributions of initial SF and modified SF with different dosage of agent are shown in Figure3. The particle size of SF ranged from 0.2 μm to about 110 μm, and the results significantly changed for the modified SF. From the results, MSF particles exhibited the best dispersion. The maximum particle size of MSF was less than 100 μm, and the volume fraction of particles less than 5 μm was higher than SF, which implied that more fine particles exist in MSF. However, if the dosage of KH-550 is increased, as the sample MSF-2, the particles with the size lager than 100 μm was significantly increased, which means that the agglomeration becames more serious. As for the sample MSF-3, which was modified with more PAA, the minimum size was larger and the volume fraction of particles smaller than 5 μm was lower than SF and MSF.Figure 3
Particle size distribution (a) and cumulative curve (b) for samples with different dosages of the modified agents.
(a)
(b)The particle size distribution results indicated that PAA surface modification efficiently changed the dispersion of SF. With the optimal ratio of raw SF to modification agents at 5 : 1 : 5, the agglomeration of modified MSF was improved, the maximum particle size was decreased, and the volume fraction of fine particles was larger than initial SF.Based on the particle size distribution analysis results, MSF was optimally dispersed, and the following test was focused on MSF and compared with SF.To directly evaluate the dispersion effect of surface modification, both SF and MSF particles were observed by SEM, and the images are presented in Figure4. In Figure 4(a), it can be seen that although single SF particle was less than 1 μm, a large amount of particles agglomerated together to form a bulk cluster, and the size can reach several micrometres. After surface modification, the size of the agglomerated bulk cluster was much smaller, indicating that the dispersion was improved, as seen in Figure 4(b).Figure 4
SEM images of SF (a) and MSF (b) particles.
(a)
(b)


## 3.2. Surface Properties

The surface properties and the stability of the surface agent in alkali condition were investigated by FTIR, and the curves for SF and MSF with different immersed time are shown in Figure5. In Figure 5(a), the broadband at 3419 cm−1 can be assigned to the O-H stretching vibration of Si-OH and absorbed water, and the band at 1622 cm−1 is the bending of the hydroxyl group. The bands around 1120 cm−1 and 800 cm−1 are due to the asymmetric and symmetric stretching vibrations of Si-O-Si, while the band around 474 cm−1 corresponds to the symmetric bending vibration of O-Si-O [47]. For MSF, shown in Figure 5(b), all typical absorbed bands from SiO2 were detected. In addition, the band at 1716 cm−1 was attributed to the stretching vibration of the carbonyl group from PAA, and band at 1552 cm−1 was assigned to the N-H bending [48]. For the sample immersed in saturated calcium hydroxide solution for more than 6 hours, the absorbed band from carbonyl group cannot be detected anymore, but the band of N-H bond at 1552 cm−1 still existed, and the intense of the peak was higher with the increased immersing time.Figure 5
FTIR curves for SF (a) and MSF (b) with different immersed time.
(a)
(b)Based on the FTIR results, a possible reaction process of SF surface modification and the status of the surface layer in the alkali condition were proposed. Initial SF particles have many hydroxyl groups on its surface. When KH-550 mixed with SF solution at 65°C for 20 h, its silane end was hydrolysed and reacted with hydroxyl groups. After PAA was added, the polymer was hydrolysed again and immobilized by the amidogen group of KH-550 and formed a PAA layer coated with the surface of SF particles. The schematic reaction process is presented in Figure6. The molecular layer surrounded the SF particles would enlarge the distance between particles and prevent them to contact again. In addition, the carboxyl group outside often exhibits negative charge in solution, and the charge repulsion effect can push the closed particles away.Figure 6
Schematic representation for surface modification reaction.Once the MSF was in the alkali condition, the bond between PAA and KH-550 was broken after 6 h, the outer layer falls off, and the amino groups were exposed on the surface. And the concentration of active amino groups was increased with time, which means that more PAA was fallen.


## 3.3. Hydration Calorimetry

The hydration heat results of cement pastes with two kinds of SF particles are presented in Figure7. Figure 7(a) is the heat flow of cement hydration for the samples, and the curves were normalized to the mass of initial cement. After the initial decrease, the heat flow of the cement sample (P) started to increase at 2.1 hour and reached the maximum of 4.0 mw/g at 11.3 hour. While mixed with SF, the acceleration of heat flow started at 1.7 hour, a little early than P, and reached the peak of 5.6 mw/g at 10.4 hour and then sharply dropped. However, mixed with MSF, the cement hydration was deferred to 13.8 hour and then increased to the peak of 3.8 mw/g at 26.9 hour.Figure 7
Isothermal calorimetry results of heat flow (a) and total hydration heat (b).
(a)
(b)According to the literature [47, 49], the hydration process of cement can be divided into five stages: the initial reaction period, the induction period, the acceleration period, the deceleration period, and the stable reaction period. The results in Figure 7(a) demonstrated that compared with pure cement sample, SF particles shorten the acceleration period a little and significantly increased the hydration rate at the acceleration period. However, when mixed with MSF, the induction period of PS2 was about 12 hours longer than the sample P, and the acceleration period was impacted insignificantly. However, the hydration rate of the sample PS2 was decreased slower than pure cement in the deceleration period.The cumulative heat curves shown in Figure7(b) corresponded with heat flow curves. The total amount and increasing rate of heat for the sample PS were the highest due to the high hydration rate in the acceleration period. On the contrary, samples with MSF released lowest heat due to the retardation at early time, but the increasing rate after 40 h was higher than cement because of the long acceleration period and relative high hydration speed in the deceleration period.The fine SF particles have large specific surface area, which increased the surface available for reaction, resulting in acceleration in cement hydration. At the same time, a large amount of hydration products generated around the unreacted cement particles in short time, obstructing its further reaction, so that the reaction in the accelerating period was violent and terminated quickly. When SF was modified with the surface agent, although the fineness of particles increased, the hydrophilic PAA molecule blocked the available surface for cement hydration, leading to a restrained hydration rate at early age. In addition, the hydrophilic PAA layer absorbed mixing water, causing a retardation of cement hydration. However, with the increasing alkalinity generated from cement reaction, the PAA layer was supposed to peel off the particles, the shorterγ-aminopropyltriethoxysilane molecule cannot fully cover the particle surface, and part of the active surface exposed for cement hydration again so that the hydration rate in the deceleration period was relatively higher.


## 3.4. Morphology and Hydration Degree of Pastes

The morphology of cement hydration products was observed by BSE images, as shown in Figure8. There were two primary phases in both samples. Due to the low W/B and pozzolanic reaction of SF, calcium hydroxide was almost consumed. According to [46], the grey level of unreacted cement (UC) is brighter than C-S-H gel in BSE images. The C-S-H gel, which is dense and surrounds the UC particles, was supposed to be the inner C-S-H products, while the loose form of C-S-H was the outer product.Figure 8
The BSE images of cement hydrated with (a) SF and (b) MSF.
(a)
(b)Compared with Figures8(a) and 8(b), more C-S-H gel was generated in MSF10. To quantitate the evaluated the hydration degree of two paste samples, BSE images were analysed by software Image J, and the area fraction of UC in each sample was statistically calculated.Based on the Image J software, the UC and C-S-H gel were distinguished by grey level; Figure9 presents the BSE images for SF10 and MSF10 and the grey level range for different phases. Then, the area fraction of UC was analysed by software, and the average was carried out from thirty images for each sample. After calculation with (1), the average hydration degrees of SF10 and MSF10 were 54.4% and 63.2%, respectively.Figure 9
The BSE image (a) and grey level histogram (b) for SF10. The BSE image (c) and grey level histogram (d) for MSF10.
(a)
(b)
(c)
(d)SF particles accelerated cement hydration at the acceleration period with their large active surface area, while the intense reaction of cement was finished quickly since much inner C-S-H gel was generated around the cement particle and stopped the continuous hydration. However, when mixed with MSF, the hydration process was gentle at early time because no active surface was available for cement hydration; the primary effect of MSF was physical filling effect. With the cement hydration proceeded, the outer PAA layer on MSF was dropped and the active surface was exposed to accelerate the hydration so that the hydration rates at the deceleration period and the stable reaction period were higher, leading to a relative higher hydration degree at long age.


## 4. Conclusions

Based on the results, the following conclusions can be drawn:(1)
A two-step surface modification was successfully applied to SF particles. The particle dispersion of the modified SF particles was improved significantly by the molecular position resistance and the space charge repulsion effect.(2)
The dosage of the dressing agent affected the dispersion efficiency. With the optimal ratio of SF to dressing agents of 5 : 1 : 5 by weight, the particles exhibited the best dispersion. The maximum particle size was smaller, and the volume fraction of fine particles was larger than initial SF.(3)
The reaction process of surface modification was revealed using surface analysis. The carboxyl worked as the functional group of the PAA layer at the outside of MSF particles, and the layer cannot be stable in the alkali condition. The covered PAA layer peeled off in the alkali condition after 6 hours, exposing the amidogen group of KH-550.(4)
The SF particles with large reactive surface accelerated the hydration rate in the acceleration period, causing a rapid heat release and short acceleration and deceleration periods. The hydrophilic group of the PAA layer of MSF retarded the cement hydration for about 12 hours and restrained the hydration rate in the acceleration period.(5)
The PAA layer of MSF was peeled off due to the raising alkalinity with hydration time. The hydration rate was decreased slowly in the deceleration period.(6)
The amount of inner C-S-H products of cement with SF was large due to the intensive hydration process. The hydration degree of cement with MSF was higher than that with SF. The moderated hydration of cement brought a continuous hydration reaction for longer time.



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*Source: 6184105-2018-08-06.xml*