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Silica Fume Improves the Mechanical Properties of Alkali-Activated Slag/Fly Ash Pastes Subjected to Elevated Temperatures

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14 April 2023

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14 April 2023

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Abstract
Recycling of metallurgical solid waste has intriguing increasing attention for fabricating cementitious materials, due to its low-carbon emission, cost-effectiveness, and environmental conservation. Herein, the effects of silica fume (SF) on the microstructure and mechanical properties of alkali-activated slag/FA (fly ash) pastes subjected to elevated temperatures (150, 500, 850, and 1200℃) are investigated, to clarify the fact that whether or not the SF generates positive roles in mechanical properties of slag/FA geopolymers. The results show that the replacement with 10 wt% SF (silica fume) promotes the increasing pore volume with a diameter of 0.2~3 μm at room temperature, leading to an increase in the compressive or flexural strength, “right shifts” of endothermic peak and the initial-final temperature of mass loss, presenting a denser and compact fracture surface. Meanwhile, the mineral phase of gehlenite and labradorite emerges after exposure above 850℃ from the XRD results. Furthermore, the bloating effect of the incorporated SF occurs due to the formation of a liquid phase altogether with the amorphous silicates after exposure to 1200℃, leading to a greater deformation and enhancement of restructuring involved in the [SiO4]4− and [AlO4]5−. It explores an effective recycling approach for fabricating paste binders using metallurgical solid wastes.
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1. Introduction

Alkali-activated geopolymer binder, identified as an alternative to conventional cement as well as a kind of chemically bonded ceramics, are aluminosilicate inorganic polymers that have the advantages of high strength, good corrosion resistance, and low carbon emission during production and holds amorphous net-work structures, has attracted considerable attention from both the construction and waste management, due to its unique properties compared with Portland cement, such as reduced CO2 emission, simple technological process, excellent durability, and reduced cost [1,2,3]. Therefore, the recycling of metallurgical solid wastes has intriguing increasing attention for fabricating cementitious materials.
Currently, the global perspective on burgeoning sustainability boosts the development of converting industrial by-products slag derived from blast furnace iron making and fly ash (FA) from coal-fired power plants into cementitious materials, which is very promising to develop solid waste-based pastes without heating curing at about 60 °C [4], due to the reactive calcium involved in slag. Investigations and wide applications of alkali-activated slag/FA geopolymers [5,6,7] have been hotspots to realize the recycling economy and environmental protection. Meanwhile, silica fume (SF) as an industrial by-product, also possesses an amorphous aluminosilicate nature, due to the more sodium alumino-silicate hydrate (N-A-S-H) network resulting in the increased compressive strength [8], facilitating the geopolymerization and forming denser structures [9].
Moreover, the excellent heat resistance of slag/FA geopolymers has been manifested in comparison to traditional Portland cement. Pavel et al. [10] describe the behavior and structural changes of the alkali-activated slag matrix during and after exposure to temperatures as high as 1200 °C. The effect of elevated temperatures on the chemical stability and residual compressive strength of neat slag pastes manufactured with sodium sulfate activated is reported [11]. However, the relative strength of the neat alkali-activated slag paste is superior to the counterpart incorporated SF, which exerts an adverse impact on the thermal shock resistance [12]. Therefore, whether or not the SF generates positive roles in slag/FA geopolymers needs to be clarified to develop multi-component SF/slag/FA binders with outstanding properties, especially for the performance under elevated temperatures.
Consequently, the review of the literature has indicated that few publications report the performance of SF involved in slag/FA pastes after exposure to elevated temperatures. The primary purpose of this paper investigates the effects of SF on the microstructure of slag/FA binders after exposure to elevated temperatures, which are activated by sodium silicate solution with the SF:slag:FA ratio of 10:30:60 (wt.%) [13]. The characterizations included the residual stresses, mass loss, shrinkage, mineral phase, heat flow, and morphology, with alkali-activated slag/FA (slag:FA = 30:70, wt.%) binder without SF as a control. It explores the effect of SF on the mechanical properties of alkali-activated slag/fly ash pastes subjected to elevated temperatures, prompting the effective recycling approach for metallurgical solid wastes.

2. Material and methods

2.1. Raw materials

FA was obtained from the Hancheng power plant (Shan’Xi province) with Blaine specific surface area of 500 m2/kg and a mean particle size of 11.2 μm after oven drying at 105 °C and ball-milling for 1 h. Granulated ground blast furnace slag was obtained from Delong powder company with Blaine specific surface area of 420 m2/kg and a mean particle size of 15.5 μm. SF was collected from Linyuan company with Blaine specific surface area of 25 m2/g and a mean particle size of 2.6 μm. The chemical compositions of raw materials are shown in Table 1. Alkali-activator, Na2SiO3·9H2O (A.R.), was purchased from Tianjin Yaohua chemical reagent company.

2.2. Preparation of specimens

The alkali-activated SF/slag/FA pastes were synthesized by adding sodium silicate (15wt% Na2SiO3·9H2O) solution into the uniform mixture of FA, slag, and SF with a water/(SF + salg + FA) ratio of 0.3 to form the slurry in a cement mortar machine, the weight ratio of FA:slag:SF was 6:3:1 [13], the specimen with a slag/FA ratio of 7:3 was used as a reference. The slurry was poured into the stainless triplet mold of 160 × 40 × 40 mm3, which was demoulded after curing for one day and cured in a standard cement mortar curing box with a relative humidity of 90% at room temperature (RT) for 28 days. Finally, the specimens were exposed to elevated temperatures with an increment of 350 °C during 150-1200 °C and a heating rate of 5 °C/min, maintaining 2 h at various elevated temperatures of 150, 500, 850, and 1200 °C, air-cooled to RT for evaluation, respectively.

2.3. Characterizations

Compressive strength was tested by a full-automatic cement mortar compressive testing machine of YAW-300 type with a pressurization rate of 2.4 kN/s, the error was 0.1 MPa. Flexural strength was measured by a motorized bending tester of DKZ-5000 type, the error was 0.1 MPa. Micro-morphology analysis of samples was conducted on a Quanta 200 scanning electron microscope (SEM) with a working condition of 20 kV voltage. X-ray diffraction patterns of specimens were measured on a D/MAX-2400 X-ray diffractometer equipped with a rotation anode using Cu Kα radiation.
Thermo-gravimetric analysis (TG) of Mettler was used to measure the mass loss and heat flow of specimens during the heating process of 50-950 °C under a nitrogen atmosphere at a heating rate of 30 °C/min. Digital photos were shot by a Fujifilm AV100 camera. FTIR spectrum was measured using a spectrometer (FTIR-650) in absorption mode, it was conducted in the range of 3000~500 cm−1 with a spectral resolution of 2 cm−1, and samples were mixed with KBr with a sample/KBr weight ratio of 1/100. Pore size distributions of samples after 28 days of curing were tested by AUTOPORE 9500 mercury porosimetry under a nitrogen pressure of 0.3 MPa.

3. Results

3.1. XRD

XRD patterns of specimens after exposure to elevated temperatures are shown in Figure 1, it is noted that the patterns of specimens with SF are similar to that of specimens without SF, indicating no new mineral formed after incorporating SF. However, the Gehlenite as Ca2Al(AlSiO7) (No. of JCPDS:98-000-0226) and labradorite as (Ca, Na)(Si, Al)4O8, (No. of JCPDS:98-000-0272) form as predominant mineral phase after 850 °C and 1200 °C treatment, it demonstrates that the exposure to 850 °C induces transformation of gehlenite and labradorite, which is enhanced by the heating treatment of 1200 °C, and the molar ratio of CaO/SiO2 and Al2O3/SiO2 decreases from gehlenite to labradorite.
Meanwhile, there are the diffraction peaks of quartz (SiO2, No. of JCPDS: 98-000-0369) and mullite (Al4+2xSi2-2xO10-x(x~0.4), No. of JCPDS:98-000-0319) in XRD patterns of specimens after exposure to 850 °C and 1200 °C, but their diffraction intensity of peaks significantly weaken. Bernardo et al. [14,15] demonstrate that the mixture of water glass/soda–lime–silica/clay, as well as a mixture of red mud/fly ash/porcelain stoneware tiles, could transform into labradorite with good mechanical strength after calcination. Segui et al. [16] suggest that labradorite grows into a binder composed of pozzolan, lime, and gypsum. Because kaolin clay promotes the formation of labradorite in glass–ceramics [17], Fang et al. [18] suggest the released CaO together with unreacted portlandite and gypsum, interacting with N–A–S–H to form labradorite after calcination at 1050 °C. Therefore, it determines that activated CaO, Al2O3, and SiO2 could transform into the labradorite after high-temperature treatment.
Figure 1. XRD of sample including (a) Slag/FA binders and (b) SF/slag/FA binders.
Figure 1. XRD of sample including (a) Slag/FA binders and (b) SF/slag/FA binders.
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Because the content of quartz in the fly ash of C type decreases on sintering above 850 °C and transforms into new crystallite structures [19]. The finding of our research is in agreement with the report that gehlenite is drastically reduced as it starts to react with quartz towards wollastonite and anorthite at 1050 °C in the Fe2O3-SiO2-Al2O3 clay [20]. And Ding et al. [21] also suggest that mullite and corundum of FA could dissolve and transform into calcium sodium hydrate silicate (NaCaHSiO4). It confirms that quartz and mullite could transform into feldspar above 850 °C in an alkali-activated slag/FA binder system.

3.2. Physical properties of specimens subjected to high temperatures

3.2.1. Residual stress of specimens

The residual stress of specimens exposed to elevated temperatures is shown in Figure 2, the specimen with SF displays higher mechanical performance than the specimen without SF, indicating that SF imparts a strengthening effect to the slag/FA binder, as well as after exposure to various elevated temperatures. The residual compressive strengths are improved after heat treatment of 150 and 500 °C compared with the specimen at RT, corresponding to 105.6 MPa (increased by 8.8%, 150 °C) and 108.6 MPa (increased by 14.1%, 500 °C) for the specimen incorporated SF. Given the decomposition [22] of C-S-H/C-A-S-H after 850 °C treatment, a rapid decline of residual stress presents for both specimens. However, the flexural strength of the specimen with SF after 1200 °C treatment climbs to 5.6 MPa sharply, while that of the specimen without SF is only 1.1 MPa, which might be attributed to the transformation of labradorite combined with the XRD results.
Figure 2. Mechanical properties of specimens subjected to high temperatures including (a) Compressive strength and (b) Flexural strength.
Figure 2. Mechanical properties of specimens subjected to high temperatures including (a) Compressive strength and (b) Flexural strength.
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3.2.2. Deformation

The mass loss of specimens and volume shrinkage of specimens are displayed in Figure 3. For the specimen with SF, higher stability presents under sub-high temperatures while greater mass loss and shrinkage are observed under high temperatures. The shrinkage approaches 6.9% at 500 °C, 8.6% at 850 °C, and 9.4% at 1200 °C, implying that the replacement with 10 wt% SF triggered more deformation under higher temperatures, compared with the control without SF.

3.3. Morphology and microstructure

3.3.1. Macro-morphologies

The macro-morphologies of pastes are presented in Figure 4, the volume of specimens exhibits slight shrinkage in their dimensions continuously and cracks grow with the increasing heat treatment temperatures. The higher temperature leads to bigger cracks as shown in Figure 4. On the other hand, the specimens with SF display fewer and shallower cracks in comparison to specimens without SF, especially after the treatment of 850 °C. Therefore, the bloating effect on the dimension for specimens with SF occurs after exposure to 1200 °C, while specimens without SF keep the initial shape, revealing the reduced melting point of slag/FA binders incorporated by SF.

3.3.2. Micro-morphologies

The micro-morphologies of specimens subjected to elevated temperatures are presented as a series of electron micrographs with an amplification of 5000× in Figure 5 and Figure 6. The coexistence of the geopolymer gels and crystals is observed, but unreacted spherical FA particles disappear and the rod-like or needle-like feldspar increases with the increasing treatment temperatures gradually. More and larger pores or holes appear on the fracture surface of specimens after 850 °C heating as shown in Figure 5d or Figure 6d. However, denser structures and smaller holes are observed for SF/slag/FA binder (Figure 6a–c) after sub-high temperature exposure in comparison to the specimen without SF (Figure 5a–c). Compared with Figure 5e, the sample with SF held a denser structure after exposure to 1200 °C, the needle-like feldspar is covered and filled by the amorphous silicates as shown in Figure 6e, revealing that the SF effectively inhibits the cracking and facilitates densification to some extent

3.3.3. Pore size distributions

The replacement with 10 wt% SF favors improving the compactness of slag/FA pastes, the pore volume of 0.2~3 μm exerts an obvious increase as shown in Table 2, which climbs from 11.39% to 35.81%, indicating the denser and compact structure. The porosity drops from 20.93% to 13.47%, and the median pore diameter decreases from 6.4 to 5.6 nm. Combining with the images of SEM in Figure 5a and Figure 6a, confirming again that the incorporated SF plays an effective and crucial role in reinforcing the microstructure of slag/FA pastes.

3.4. TG/DTG and DSC

The TG/DTG and heat flow curves of specimens are shown in Figure 7, the peak shifts from 128 °C to 135 °C after the replacement of 10 wt% SF from the DTG curve, corresponding to the higher thermal stability. Meanwhile, the end temperature of mass loss rises from 166 to 185 °C from the TG in Figure 7a,b. Because of the pozzolan and filling effects of SF, which could react with the Si-O-Al sols or Ca(OH)2 to form more gels, and also it could insert or fill the space left by the geopolymerization [8,9].
The heat flow of the specimen reveals that the SF postpones the thermal exchange between the matrix and surrounding in the sub-high temperature, the endothermic peak shifts from 139 to 148 °C, and the tiny exothermic peak shifts from 280 to 301 °C as shown in Figure 7c. It is reported that dehydration of specimens occurs below 300 °C, dehydroxylation derived from SiO4 or AlO4 tetrahedron occurred at about 500 °C, and on the order of 900 °C is required for complete decomposition of the C-S-H/C-A-S-H [23]. It is appropriate to emphasize that no endothermic peak at around 450 °C caused by the dehydration of Ca(OH)2 is detected, revealing that no Ca(OH)2 formed [24]. There is no endothermic peak at around 500 °C, presenting few SiO4 or AlO4 tetrahedrons. Interestingly, the tiny exothermic peak at 832 °C might be attributed to the melting of amorphous SiO2 involved in SF.

3.5. FTIR analysis

The band at 1005 cm−1 is assigned to the oligomeric Si-O vibration [25], which shifts to a lower wavenumber after incorporation of SF due to the increasing content of monomeric Si(OH)4 as shown in Figure 8c,d. The absorption peak at 2360 cm−1 is attributed to the CO2 in the environment, and the new peak at 1348 cm−1 is assigned to vibration of [SiO4]4− and [AlO4]5− [26], the peak at 672 cm−1 is associated with M–O stretching vibrations (M=Si or Al) [27]. It determines that the combination reactions between [SiO4]4− and [AlO4]5− occur during the heat treatment of 1200 °C.

4. Discussions

4.1. Mechanical properties and elevated temperatures

During the sub-high temperature, the pozzolan and filling effects of SF could promote the formation and transformation of amorphous silicates within the slag/FA binder, which is beneficial for the enhancement of mechanical properties. The amorphous SiO2 involved in the SF is a typical forming agent of the network, the enrichment of Si(OH)4 accelerates the forming of a silicate network by extending Si–O–Si bonds and creating bridging oxygen groups, which could trap the Ca2+ for equilibrium charge. Actually, a moderate temperature treatment (⩽100 °C) may enhance the tensile properties of FA/cement binder due to the formation of more micro-cracks [28].
When the temperature is above 800 °C, the mechanical strength of specimens suffers a dramatic drop. It is in agreement with Su [29], implying that the heat treatment at about 800 °C is fatal for geopolymer. On the other hand, replacement with 10 wt% SF lowers the CaO/SiO2 and Al2O3/SiO2 molar ratios, which are 0.297 and 0.528, and that of the specimen without SF are 0.325 and 0.638 according to the chemical composition. The former holds a lower melting point and a higher deformation and attains a denser structure at 1200 °C. Wu et al [30] suggest that lower CaO/SiO2 and Al2O3/SiO2 could enhance the viscosity in the system of SiO2–Al2O3–CaO–MgO–Na2O–K2O. A lower melting point induced by substitution with 10 wt% SF promotes the increasing content of silicate melts, which could “seal” the cracks, improving the temperature-induced dehydration, dehydroxylation, and thermal incompatibility [31], as well as the stress induced by varying degrees of shrinkage within matrix during the cooling process [32].

4.2. Microstructure and elevated temperatures

Because the dehydration of calcium silicate hydrate (C–S–H) occurs at 135–150 [33], the SF could react with activated calcium oxide or Ca(OH)2 and form C–S–H, leading to a denser and compact micro-structure, presenting a right shift of endothermic peak form the result of DTG, as well as increases in the mechanical properties. Meanwhile, an empirical relationship between the flexural strength and porosity (p) is shown in Equation (1), where σ0 and n are two constants determined experimentally [34]. It follows that the flexural strength decreases exponentially with porosity. The replacement with SF favors a lower porosity and an increase in the pore volume of 0.2~3μm, as well as retardance of water evaporation due to denser structures [35].
σ F S = σ 0 · exp ( n p )
During the heat treatment of sub-high temperature, the mechanical properties are improved due to the enhanced geopolymerization further within the slag/FA paste matrix, with “right shifts” of mass loss peak and the endothermic peak of heat flow, leading to the denser and smooth fracture surface of microscopic morphology.
Because the SF begins to fuse at 1100 °C and forms a viscous liquid phase [36]. However, when the specimen is exposed to 1200 °C heat treatment for 2h, the melting of the amorphous silicates at 1000~1100 °C occurs, which boosts a bloating effect within the matrix. While the specimen without SF possesses little melt, based on the tension induced by the escaping O2, which promotes more cracks and accelerates a fast deterioration of the matrix, matching the lower flexural strength. Tsai et al. [37] find that bloating effect occurs in municipal solid waste, and the finding of our research is amorphous SiO2 lowers the melting point, which boosts the reaction between [SiO4]4− and [AlO4]5− and the formation of labradorite. As a kind of phase change material, the bloating SF holds beneficial effects of crack blunting and twisting [38] as a liquid phase.
On the whole, SF plays a strengthening role in the slag/FA paste due to the filling effect and pozzolan reactivity during the sub-high temperature. The filling effect could insert the gap or holes and form micro-cracks, and pozzolan reactivity promotes more amorphous gels through geopolymerization, which favors the increasing pore volume of 0.2~3 μm, resulting in a continuous increase in the mechanical properties, favoring “right shifts” of endothermic peak and the initial and final temperature of mass loss, presenting a denser and smooth fracture surface. Meanwhile, during the heat treatment above 850 °C, the substitution with 10 wt% SF diminishes the melting point of slag/FA binder, the unreacted SF is prone to fuse and transforms into a liquid phase with a certain viscosity, which could generate crack blunting and twisting, leading to the occurrence of bloating effect and a greater deformation, promoting the formation of labradorite between [SiO4]4− and [AlO4]5−, evidenced by the results of XRD.

5. Conclusions

The effect of silica fume on the microstructure of alkali-activated slag/FA pastes after exposure to elevated temperatures (150, 500, 850, and 1200 °C) is investigated by XRD, SEM, TG, MIP, and FTIR spectroscopy, the following conclusions are drawn.
(1) Due to the filling and pozzolan effect, the replacement with 10 wt% SF promotes the increasing pore volume of 0.2~3 μm during the sub-high temperature, leading to a continuous increase in the mechanical properties, “right shifts” of endothermic peak and the initial-final temperature of mass loss, presenting a denser and smooth fracture surface.
(2) During the elevated temperature above 850 °C, the transformation of gehlenite and labradorite occurs. When the specimen is subjected to the exposure of 1200 °C, due to the formation of a liquid phase from the unreacted SF altogether with the amorphous silicates, the bloating effect occurs, leading to a greater deformation and enhancement of restructuring involved in the [SiO4]4− and [AlO4]5−.

Acknowledgments

None.

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Figure 3. Deformation of specimens after exposure to elevated temperatures, including (a) Mass loss and (b) Volume shrinkage.
Figure 3. Deformation of specimens after exposure to elevated temperatures, including (a) Mass loss and (b) Volume shrinkage.
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Figure 4. Apparent morphology of binders after heat treatment.
Figure 4. Apparent morphology of binders after heat treatment.
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Figure 5. SEM photos of alkali-activated slag/FA binders after heat treatment. (a) RT, (b) 150 °C, (c) 500 °C, (d) 850 °C, (e) 1200 °C.
Figure 5. SEM photos of alkali-activated slag/FA binders after heat treatment. (a) RT, (b) 150 °C, (c) 500 °C, (d) 850 °C, (e) 1200 °C.
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Figure 6. SEM photos of alkali-activated SF/slag/FA binders after heat treatment. (a) RT, (b) 150 °C, (c) 500 °C, (d) 850 °C, (e) 1200 °C.
Figure 6. SEM photos of alkali-activated SF/slag/FA binders after heat treatment. (a) RT, (b) 150 °C, (c) 500 °C, (d) 850 °C, (e) 1200 °C.
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Figure 7. TG/DTG and heat flow of samples including, (a) Slag/FA paste, (b) SF/slag/FA paste, and (c) Heat flow, respectively.
Figure 7. TG/DTG and heat flow of samples including, (a) Slag/FA paste, (b) SF/slag/FA paste, and (c) Heat flow, respectively.
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Figure 8. FTIR spectra of samples including a-SF/slag/FA binder after 1200 °C exposure, b-slag/FA binder after 1200 °C exposure, c-slag/FA binder after 150 °C exposure, and d- SF/slag/FA binder after 150 °C exposure, respectively.
Figure 8. FTIR spectra of samples including a-SF/slag/FA binder after 1200 °C exposure, b-slag/FA binder after 1200 °C exposure, c-slag/FA binder after 150 °C exposure, and d- SF/slag/FA binder after 150 °C exposure, respectively.
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Table 1. Chemical compositions of raw materials.
Table 1. Chemical compositions of raw materials.
Raw materials Mass percent (wt %)
CaO SiO2 Al2O3 Fe2O3 MgO Na2O K2O SO3 TiO2 Loss
FA 3.82 55.18 31.19 5.07 0.60 0.29 1.99 0.28 1.05 0.53
Slag 39.65 31.29 14.31 0.61 8.51 0.63 0.58 2.94 0.83 0.54
SF 1.81 86.21 3.49 1.85 1.93 1.18 1.66 0.38 0.84 0.65
Table 2. Pore size distributions of specimens at room temperature.
Table 2. Pore size distributions of specimens at room temperature.
Specimens <20 nm (%) 20-200 nm (%) 0.2~3 μm (%) >3 μm (%) Median pore diameter (nm) Porosity (%)
Slag/FA paste 40.02 9.17 11.39 38.43 6.4 20.93
SF/slag/FA paste 41.16 3.14 35.81 19.88 5.6 13.47
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