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Article

A Kinetic Study of the Pozzolanic Reaction of Fly Ash, CaO, and Na2O in the Preparation of Fly Ash Belite Cement

1
Departments of Civil Science and Engineering, University of Yangzhou, Yangzhou 225127, China
2
College of Mechanics and Materials, University of Hohai, Nanjing 210098, China
3
Departments of Building Engineering, University of Yangzhou Polytechnic, Yangzhou 225009, China
*
Authors to whom correspondence should be addressed.
Materials 2019, 12(20), 3303; https://doi.org/10.3390/ma12203303
Submission received: 16 September 2019 / Revised: 5 October 2019 / Accepted: 9 October 2019 / Published: 11 October 2019
(This article belongs to the Special Issue Ceramics and Construction Materials)

Abstract

:
Fly ash belite cement is a kind of low-carbon cement prepared by a two-step process involving hydrothermal synthesis and low-temperature calcination. Pozzolanic reaction pastes, as the precursors of fly ash belite cement prepared by hydrothermal synthesis, are affected mainly by reaction temperature, time, ratios of the mass of fly ash/lime (FA/CA), and the dosage of Na2O. The absorbance rate of CaO with reaction time was tested for all samples, and the reaction kinetic model and parameters of the granule-hydrothermal synthesis method were discussed. A kinetic model for the hydrothermal synthesis in the presence of Na2O was proposed based on the Kondo’s modified Jander equation and Arrhenius equation. The activation energy (Ea) of the process was determined to be 67.76 kJ/mol. In addition, with an increasing dosage of Na2O, the pre-exponential factor A of the Arrhenius equation increased. However, the hydrothermal reaction degree was accurately predicted using the kinetic model characterized by the absorption rate of CaO. The results indicated that Na2O, as an alkali activator, facilitated the diffusion of Ca2+ firstly, then partly dissolved the amorphous phase in the mixtures and, finally, accelerated the formation of poorly crystallized hydrates.

1. Introduction

Nowadays, the annual output of fly ash is approximately 600 million tons in China. A majority is used effectively, and fly ash-based materials have been widely studied. However, some types, obtained by the wet process, have been not employed in basic building materials because of their low pozzolanic activity [1,2,3,4]. An effective way of using these fly ash resources is in the development of fly ash belite cement (FABC). The preparation process of FABC is divided into two steps [5,6,7,8,9,10], namely hydrothermal synthesis and low-temperature calcination. In the hydrothermal synthesis process, the raw materials of fly ash and lime are mixed uniformly, followed by hydrothermal synthesis at a set temperature ranging from 97 °C to 250 °C. In the low-temperature calcination process, the precursors as pozzolanic reaction drying products are calcined at a set temperature ranging from 700 °C to 950 °C. Finally, active dicalcium silicon (2CaO·SiO2; β-C2S) and calcium aluminate (12CaO·7Al2O3; C12A7) are formed, and some unhydraulic inertia materials, such as mullite, quartz, and iron oxide, still exist. Recently, some researchers have proposed that some activators such as NaOH, KOH, CaSO4, and Na2SO4 can accelerate the hydrothermal synthesis process and improve the activity of FABC. Guerrero’s group introduced a slurry-autoclaving synthesis process, whereby the slurries of fly ash and lime with high water/solid ratios (5:1–10:1) were prepared [11]. Fang and Gong [12,13] suggested improving the activity of fly ashes in hydrothermal synthesis at 97 °C by the granule-hydrothermal synthesis method and chemical activation. Different from slurry, the mixed materials should be prepared as granules in order to reduce the heat consumption for drying synthesized precursors. According to previous studies [14,15], the hydrothermal synthesis process was considered as a kinetic model for pozzolanic reaction. The content of activated silicon and aluminum in fly ash was used to express the reaction rate using excess lime because the reaction of fly ash and lime always occurs in a stoichiometric ratio according to the chemical reaction equation [16], and the reaction rate can be expressed as the rate of change in any component. Shi [17,18] considered that the addition of CaCl2 and Na2SO4 had a significant effect on the reaction period, which could be applied to the Kondo’s modified Jander equation, as shown in Equation (1). When the conversion rate of Ca(OH)2 was expressed as the reaction degree α, the results showed that the reaction was accelerated by Na2SO4 and CaCl2 activation at curing temperatures of 23 °C, 35 °C, 50 °C, and 65 °C.
F ( α ) = [ 1 ( 1 α ) 1 / 3 ] N = k t
where α is the reaction degree, N is the reaction constant, K is the reaction constant, and t is the reaction time.
Renedo and Fernandez [19,20] proposed a kinetic model of a pozzolanic reaction in the preparation of desulfurant sorbents, as shown in Equation (2). The reaction degree of Ca(OH)2 was expressed as x, and the weight ratios of fly ash versus Ca(OH)2 (FA/CA) were 3/1, 1/3, 3/5, and 11/12. All of them were activated by 0.5%, 1%, 1.5%, and 2% CaSO4·2H2O, respectively. The results showed that the reaction temperature T, the reaction time t, the mass ratio of FA/CA, the dosage of CaSO4·2H2O, and molar gas constant R were identified as Equation (2) parameters, and x as the reaction degree was influenced mostly by these experimental conditions. It proved that the shrinking core model fits the pozzolanic reaction of fly ash and lime well.
t × [ ( 378759 CaSO 4 + 3 × 10 6 ) × Flyash Ca ( OH ) 2 + 647386 ] × EXP ( 57700 RT ) = 1 ( 1 x ) 1 / 3
However, it has been a long time since this research on the kinetic model of the pozzolanic reaction. Studies [21,22,23,24] have focused mainly on the reaction mechanism of fly ash during the hydration of cement. The kinetic study of pozzolanic reaction in the hydrothermal synthesis was lacking. Especially, the effect of an alkali activator on the pozzolanic reaction kinetics of hydrothermal synthesis was never reported. This study aimed to determine the kinetic expression of the hydrothermal synthesis reaction between fly ash and lime in the presence of Na2O based on the Kondo’s modified Jander equation and using the granule-hydrothermal synthesis method. The kinetic equation can explain the effect of temperature, time, FA/CA, and dosage of Na2O on the conversion of CaO. Meanwhile, it is possible to optimize the preparation process of precursors using the hydrothermal synthesis of fly ash belite cement [25,26].

2. Materials and Methods

2.1. Raw Materials

Fly ashes were stored in the Xingtai Thermal Power Plant in Xingtai city of Northern China since the 1980s. The method of ultra-fine grinding was employed to increase the contact area of fly ash and lime—the fly ash and CaO (AR) were used as reactant materials, and NaOH (AR) was used as the Na2O activator to promote the hydrothermal synthesis process. The chemical composition of the high-carbon fly ash, which belongs to the third-grade FA by the Official Chinese National Standards (GB/T 1596-2017), is shown in Table 1.

2.2. Preparation of Specimens

Previously, fly ashes and lime were mixed at a ratio of 4/1, 3/1, 7/3, and 13/7 by a mix machine. If the calcium source was CaO, it was put in a closed container for 2 h for lime digestion and to avoid carbonization. Na2O was added as equivalent NaOH and taken as the percentage of the total mass of CaO and fly ash. the dosage of Na2O was 0, 0.5%, 1.0%, 1.5%, respectively. The water (containing Na2O) to mixture ratio ranged from 0.3 to 0.4 so that the mixtures can be formed granules. The reactant materials were prepared as particles with a diameter of 8–12 mm diameter using a small-disk granulator under normal pressure. Then, the hydrothermal treatment was carried out at 57 °C, 77 °C, and 97 °C ranging from 0 to 40 h by a thermostat water bath (HH-4).

2.3. Conversion of CaO

Thermal analyses were commonly used to determine the free CaO content in hydrothermal products by a muffle furnace(SX-10-13), which was recorded with the mass at 400 °C, 500 °C, 600 °C, 800°C, 950 °C using 500 mg samples at a heating rate of 10 °C/min and 30 min of soaking time. The mass of samples at different temperature heating was weighed with an electronic analytical balance. Ca(OH)2 and CaCO3 were considered as containing unreacted CaO (CaOfree) calculated using Equation (3). The conversion of CaO (CaOabsorbed) in the precursors was calculated using Equation (4) based on the following: decomposition of Ca (OH)2 between 400 °C and 500 °C (mass loss represented as Δm1), decomposition of CaCO3 between 600 °C and 800 °C (mass loss represented as Δm2), total mass loss at 950 °C (represented as LOI), loss on ignition of FA, and initial FA/CA. To remove the influence of carbon content, the computation of the mass loss was revised.
CaO free ( % ) = ( Δ m 1 18 + Δ m 2 44 ) × 56 100 LOI × 100 %
CaO absorbed ( % ) = ( 1 CaO free CaO initial ) × 100 %

3. Results

3.1. Analysis of Kinetic Characteristics

When the hydrothermal synthesis temperature was set as 97 °C, the CaO absorbed rates of precursors cured at 2, 4, 6, 8, 12, 16, 20, 24, 32, and 40 h are shown in Table 2. The results indicated that the FA/CA and dosage of Na2O had a significant impact on the CaO absorbed rate, which was consistent with the research results [11] and [12]. With the decrease in the FA/CA, the CaO absorbed rates decreased dramatically because of the higher contents of CaO containing more calcium hydroxide. With the addition of Na2O, the CaO absorbed rate of the precursors increased with the reaction time. This was principally because the OH ions were in favor of breaking the Si–O–Si (Al) bonds and effectively activating the pozzolanic property of fly ash. Substituting the CaO absorbed rate α and reaction time t into Equation (1), an apparent positive linear relationship was obtained between the value of ln[1 − (1 − α)1/3]N and lnt. The slopes and intercepts were obtained by linear fitting based on the experimental data. The slopes were calculated using the reciprocal of the reaction grade N, and the intercepts were counted using (ln k)/N. The reaction grade N and reaction constant k were solved separately, and the fitting curve was obtained as shown in Table 3.
Based on the Jander equation model, the silica from fly ash was assumed as a constant-size spherical particle. The results of the reaction grade N ranging from 1 to 2 illustrate that the reaction process was controlled by the diffusion of the silica from fly ash converting into a porous layer. It was certain that the addition of Na2O significantly accelerated the granule-hydrothermal reaction behavior, however, the increase in the FA/CA decelerated it. When the content of CaO changed from 20% to 35% without Na2O addition, the reaction constant k reduced from 1.29 × 10−2 to 0.85 × 10−2. When the precursors containing 30% CaO were dosed with 0%, 0.5%, 1.0% and 1.5% Na2O, the reaction constant k was 0.88 × 10−2, 0.88 × 10−2, 0.96 × 10−2, and 1.19 × 10−2, respectively. This might be because the alkali activator accelerated the formation of poorly crystallized hydrates and partly dissolved the amorphous phase in the mixtures. Theoretically, the OH ions destroyed the crystal structure, spurred the activity of silica, and increased the dissolution of the amorphous phase in the reactants. The purpose was to increase the reaction reactivity, shorten the reaction time, and enhance the reaction rate greatly.
Figure 1 depicts the fitting curve obtained using the model versus the plot of the CaO absorbed rate obtained using the test at different times. From the start to 40 h, the variation trend of the fitting curves was very similar. As the dosage of Na2O was increased from 1.0 % to 1.5%, the CaO absorbed rates of reactants with different FA/CA became closer. Therefore, if the FA/CA was lower than 7/3, the Na2O-activation effect might be apparent compared with other conditions. To summarize, the yields predicted using the fitting curve were in good agreement with the experimental data of the CaO absorbed rate, which conformed to the actual development process accurately.

3.2. Kinetic Expression of a Hydrothermal Synthesis Reaction

The CaO absorbed rates of F3a and F3b in the hydration reaction at 57 °C and 77 °C are shown in Table 2. The reaction constant k at different hydrothermal synthesis temperatures was calculated by substituting the CaO absorbed rate α and reaction time t into Equation (1), as shown in Table 3. The results showed that the reaction constant k of F3 in the hydration reaction at 97 °C, 77 °C, and 57 °C was 0.881 × 10−2, 0.249 × 10−2, and 0.061 × 10−2, respectively. The reaction constant k for the mixed control model was also obtained using the Arrhenius equation expression, as shown in Equation (5). For the linear relationship between ln k and 1/T, the slope was −Ea/R. Therefore, the activation energy Ea in the process was determined to be 67.76 kJ/mol, and the correlation coefficient of this fitting curve (R2) was 0.9976, as shown in Figure 2.
k = A × EXP ( Ea RT )
Although the FA/CA changed, the reaction path and steps were not transformed. Therefore, the activation energy of this reaction was calculated previously using FA/CA to express the pre-exponential A [A = a(FA/CA) + b]. A fitting straight line was obtained by making a plot of the pre-exponential A versus FA/CA using the temperature values of 390 K, 370 K, and 350 K and the k values of 1.29 × 10−2, 1.07 × 10−2, 0.88 × 10−2, and 0.85 × 10−2, respectively, in this test. Parameters such as slope and intercept in the Arrhenius equation were calculated and are shown in Figure 3. A fair linear relationship was observed between the FA/CA and pre-exponential A.
The results showed that the slope was 7.98 × 106 and the intercept was 1.53 × 107, obtained by fitting straight lines. The reaction kinetic equation was established using the activation energy Ea (67.76 kJ/mol), and the reaction grade N (1.69) was achieved using the average N of F1, F2, F3, and F4, as shown in Equation (6).
t × [ ( 7.98 × 10 6 ) × FA CA + 1.53 × 10 7 ] × EXP ( 67760 RT ) = [ 1 ( 1 α ) 1 / 3 ] 1.69
where FA/CA is the mass of fly ash to lime, T is the reaction temperature, t is the reaction time, R is the molar gas constant, and α is reaction degree.
By integrating Equations (1) and (5), the kinetic expression for the experimental process was obtained, which included the influence of FA/CA, reaction temperature, and time. This kinetic equation expression was used to predict the reaction constant k of precursors in the hydrothermal synthesis process. A comparison of the calculated data with the test data is shown in Table 4. The results indicated that the standard deviation obtained using the kinetic expression model was less than 3%. In addition, it was proven that this model had many advantages, including preferable prediction and wide application.

3.3. Kinetic Expression in the Presence of Na2O

In the Arrhenius equation, the pre-exponential factor A was influenced by collision frequency. In the presence of Na2O, OH ions could accelerate the dissolution of the amorphous phase in the hydrothermal synthesis of hydrates. With the increase in pre-exponential factor A, the collision frequency between Ca2+ ions and silicon-oxygen ions increased. The dosage of Na2O was set as the correction of the parameter FA/CA. The correction factor formulas are shown in Equation (7) and Equation (8).
A = a × FA CA + 1.53 × 10 7 = k × EXP ( Ea RT )
a = k × EXP ( Ea / RT ) 1.53 × 10 7 FA / CA
To assess the value of a, the data, such as reaction constant k, FA/CA, and Ea, were substituted in the Equation (8)—the values are shown in Table 5. It was assumed that the value of a changed with the dosage of Na2O. The results showed that the value of a with 0%, 0.5%, 1%, and 1.5% Na2O was 7.98 × 107, 8.11 × 106, 9.21 × 106, and 12.26 × 106, respectively. This indicated that the value of a increased with the increase in Na2O doses. However, the fitting curve of the relationship between the value of a and the dosage of Na2O is shown in Figure 4.
According to the fitting curve, an exponential relationship as a = a 0 + f e N a 2 O t existed between the value of a and the dosage of Na2O. It indicated that values of a0, f, and t were 7.78 × 106, 1.31 × 105, and −0.43423, respectively. The reaction kinetic Equation (9) was obtained by substituting these data into Equation (6).
t × [ ( 7.78 × 10 6 + 1.31 × 10 5 e N a 2 O 0.43423 ) × FA CA + 1.53 × 10 7 ] × EXP ( 67760 RT ) = [ 1 ( 1 α ) 1 / 3 ] 1.69
where FA/CA is the mass of fly ash to lime, T is the reaction temperature, Na2O is the dosage of Na2O, t is the reaction time, R is the molar gas constant, and α is reaction degree.
The reaction degree of CaO in the hydrothermal synthesis process in the preparation of FABC could be predicted at low reaction time using Equation (9). As NaOH was an active compound in the hydrothermal synthesis reaction, the optimal parameter designs could be achieved. The α values obtained from experiments and forecast using Equation (9) are shown in Figure 5. The predictive values were basically consistent with the experimental values. The average absolute value of the comparative error between the experimental and predictive values was less than 20%. Compared with the findings of Renedo [19,20], the results of the present study had an acceptable margin of error. The results were more accurate because the use of Na2O content as the control parameter of A benefited the improvement in the accuracy of predictive data. Meanwhile, the kinetic model was validated, and the findings had an important theoretical significance.

4. Discussion

The present study confirmed that the presence of Na2O accelerated the pozzolanic reaction between fly ash and lime in hydrothermal synthesis. OH ions were known to disrupt the vitreous body of fly ash and improve the formation rates of C–S–H gels. They are useful for the manufacture of FABC because they increase production efficiency and reduce the cost of production greatly. This significant stimulation of reaction kinetics in the presence of Na2O might be due to the combined effect of two factors.

4.1. Effect of Alkali Activation

The alkali Na+ accelerated the formation of poorly crystallized calcium silicate hydrates [27,28,29] and calcium aluminate hydrates, as a network modifier for the structure. The OH ions attacked and broke the Si–O–Si (Al) bonds, and then partly dissolved the amorphous phase to the mixtures. Hence, the Ca2+ ions were incorporated to generate more precursors and increase reactivity.

4.2. Effect of Higher Collision Frequency

When the zeta potential declined in the presence of Na+, it entailed a rise in ionic strength. Hence, the repulsion forces between ions were weakened by greater ionic strength [30,31], which was beneficial for the interparticle interaction by improving collision frequency. The pre-exponential factor A was affected by only the collision frequency of particles and increased with the the dosage of Na2O. This explained the steeper rise in hydration kinetics of hydrothermal synthesis in the presence of Na2O. This was the reason why the absorption rate of CaO increased with Na2O content.

5. Conclusions

This study investigated the reaction kinetics and optimization of the granule hydrothermal synthesis method with the addition of Na2O at atmospheric pressure. The conclusions and recommendations based on the experimental results were as follows:
(1)
Na2O, as a network modifier for the structure, incorporated the Ca2+ ions to generate more precursors and increase the reactivity. When the dosage of Na2O was ranging from 0% to 1.5%, the acceleration by alkali was more remarkable with the increase of dosage of Na2O.
(2)
The kinetic analyses based on the conversion of CaO indicated that the reaction process was controlled by the Kondo’s modified Jander equation. The trend of reaction in the presence of Na2O was very similar. The activation energy Ea in the process was determined to be 67.76 kJ/mol. It was inferred that the conversion of CaO values increased with the increase in the FA/CA.
(3)
A kinetic model for the hydrothermal reaction of lime–fly ash in the presence of Na2O was proposed, which could accurately predict the hydrothermal reaction degree as characterized by the absorption rate of CaO. NaOH could accelerate the dissolution of the amorphous phase in hydrothermal synthesis hydrates, and the dosage of Na2O was set as the correction of the parameter FA/CA. It was possible to increase the pre-exponential factor A in the presence of Na2O, which resulted in an increase in collision frequency between Ca2+ ions and silicon-oxygen ions.

Author Contributions

Y.G., B.Y., Y.F. are the main contributor of this research work. They carried out the mainly experimental program, analyzed the experimental results and drafted the research paper; D.Y., S.-a.W., Y.Y. mainly processed experimental data and proofread the paper.

Funding

This work was supported by the Natural Science Foundation of the Higher Education Institutions of Jiangsu Province (Grant No. 16KJB560025) and the Program for Science and Technology in Ministry of Housing and Urban-Rural Development of China (Grant No. 2017-K4-005).

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Mccarthy, M.J.; Zheng, L.; Dhir, R.K.; Tella, G. Dry-processing of long-term wet-stored fly ash for use as an addition in concrete. Cem. Concr. Compos. 2017, 92, 205–215. [Google Scholar] [CrossRef]
  2. Ma, B.; Luo, Z.; Li, X.; Zhang, M.; Wang, Y. High activated mineral admixture slurry made by wet-discharged fly-ash promoted by matrix bonding component. J. Wuhan Univ. Technol. Sci. Ed. 2009, 24, 826–829. [Google Scholar] [CrossRef]
  3. Rungchet, A.; Poon, C.; Chindaprasirt, P.; Pimraksa, K. Synthesis of low-temperature calcium sulfoaluminate-belite cements from industrial wastes and their hydration: Comparative studies between lignite fly ash and bottom ash. Cem. Concr. Compos. 2017, 83, 10–19. [Google Scholar] [CrossRef]
  4. Panda, B.; Ruan, S.; Unluer, C.; Tan, M.J. Improving the 3D printability of high volume fly ash mixtures via the use of nano attapulgite clay. Compos. Part B Eng. 2019, 165, 75–83. [Google Scholar] [CrossRef]
  5. Mazouzi, W.; Kacimi, L.; Cyr, M.; Clastres, P. Properties of low temperature belite cements made from aluminosilicate wastes by hydrothermal method. Cem. Concr. Compos. 2014, 53, 170–177. [Google Scholar] [CrossRef]
  6. Ávalos-Rendón, T.L.; Chelala, E.A.P.; Escobedo, C.J.M.; Figueroa, I.A.; Lara, V.H.; Palacios-Romero, L.M. Synthesis of belite cements at low temperature from silica fume and natural commercial zeolite. Mater. Sci. Eng. B 2018, 229, 79–85. [Google Scholar] [CrossRef]
  7. Shen, Y.; Li, X.; Chen, X.; Zhang, W.; Yang, D. Synthesis and calorimetric study of hydration behavior of sulfate-rich belite sulfoaluminate cements with different phase compositions. J. Therm. Anal. Calorim. 2018, 133, 1281–1289. [Google Scholar] [CrossRef]
  8. Sinyoung, S.; Kunchariyakun, K.; Asavapisit, S.; MacKenzie, K.J. Synthesis of belite cement from nano-silica extracted from two rice husk ashes. J. Environ. Manag. 2017, 190, 53–60. [Google Scholar] [CrossRef]
  9. Kacimi, L.; Cyr, M.; Clastres, P. Synthesis of α′L-C2S cement from fly-ash using the hydrothermal method at low temperature and atmospheric pressure. J. Hazard. Mater. 2010, 181, 593–601. [Google Scholar] [CrossRef]
  10. Guo, W.; Wang, C.; Yu, P.S.; Jiang, J.H.; Wen, Z.J. Mineral formation mechanism of calcium sulphoaluminate cement clinker in hydrothermal-low temperature sintering process. J. Chin. Ceram. Soc. 2018, 46, 892–896. [Google Scholar]
  11. Goñi, S.; Guerrero, A.; Luxán, M.; Macías, A. Activation of the fly ash pozzolanic reaction by hydrothermal conditions. Cem. Concr. Res. 2003, 33, 1399–1405. [Google Scholar] [CrossRef]
  12. Gong, Y.F.; Fang, Y.H. Preparation of belite cement from stockpiled high-carbon fly ash using granule-hydrothermal synthesis method. Constr. Build. Mater. 2016, 111, 175–181. [Google Scholar] [CrossRef]
  13. Du, C.; Liu, F.; Fang, Y.H.; Wan, Y.; Gong, Y. Preparation of Fly Ash Belite Cement from High-carbon Low-quality Fly Ash and Its Properties. Mater. Rev. 2017, 31, 30–34. [Google Scholar]
  14. Wang, S.Z. Quantitative kinetics of pozzolanic reactions in coal/cofired biomass fly ashes and calcium hydroxide (CH) mortars. Constr. Build. Mater. 2014, 51, 364–371. [Google Scholar] [CrossRef]
  15. Zhu, B.R.; Yang, Q.B. Pozzolanic reactivity and reaction kinetics of fly ash. J. Chin. Ceram. Soc. 2004, 32, 892–896. [Google Scholar]
  16. Fang, Y.H.; Cheng, L.Q.; Gong, Y.F.; Yang, W. Development and future of fly ash belite cement. J. Chin. Ceram. Soc. 2015, 2, 165–173. [Google Scholar]
  17. Shi, C.; Day, R.L. Pozzolanic reaction in the presence of chemical activators: Part I. Reaction kinetics. Cem. Concr. Res. 2000, 30, 51–58. [Google Scholar] [CrossRef]
  18. Shi, C.; Day, R.L. Pozzolanic reaction in the presence of chemical activators: Part II—Reaction products and mechanism. Cem. Concr. Res. 2000, 30, 607–613. [Google Scholar] [CrossRef]
  19. Renedo, M.; Fernández, J. Kinetic modelling of the hydrothermal reaction of fly ash, Ca(OH)2 and CaSO4 in the preparation of desulfurant sorbents. Fuel 2004, 83, 525–532. [Google Scholar] [CrossRef]
  20. Fernandez, J.; Renedo, M.J.; Pesquera, A.; Irabien, J.A. Kinetic study of the hydrothermal reaction of fly ash with Ca(OH)2 in the preparation of desulfurant sorbents. Chem. Eng. Commun. 2002, 189, 310–321. [Google Scholar] [CrossRef]
  21. Han, F.; Wang, D.; Yan, P. Hydration kinetics of composite binder containing different content of slag or fly ash. J. Chin. Ceram. Soc. 2014, 42, 613–620. [Google Scholar]
  22. Nath, S.K.; Mukherjee, S.; Maitra, S.; Kumar, S. Kinetics study of geopolymerization of fly ash using isothermal conduction calorimetry. J. Therm. Anal. Calorim. 2017, 127, 1953–1961. [Google Scholar] [CrossRef]
  23. Guerrero, A.; Goñi, S.; Dolado, J.S. Belite Cements: Modifications of Calcium Silicate Hydrate (C-S-H) Gel by Alkaline Hydrothermal Activation. ACI Mater. J. 2009, 106, 138–143. [Google Scholar]
  24. Guerrero, A.; Goñi, S.; Allegro, V. Effect of temperature on the durability of class C fly ash belite cement in simulated radioactive liquid waste: Synergy of chloride and sulphate ions. J. Hazard. Mater. 2009, 165, 903–908. [Google Scholar] [CrossRef] [Green Version]
  25. Sanchez-Herrero, M.J.; Fernandez-Jimenez, A.; Palomo, A. Alkaline Hydration of C2S and C3S. J. Am. Ceram. Soc. 2016, 99, 604–611. [Google Scholar] [CrossRef]
  26. Sánchez-Herrero, M.J.; Fernández-Jiménez, A.; Palomo, A.; Sánchez-Herrero, M.J.; Fernández-Jiménez, A. C3S and C2S hydration in the presence of Na2CO3 and Na2SO4. J. Am. Ceram. Soc. 2017, 100, 3188–3198. [Google Scholar] [CrossRef]
  27. Gong, Y.F.; Fang, Y.H.; Yan, Y.R.; Chen, L.Q. Investigation on alkali activated recycled cement mortar powder cementitious material. Mater. Res. Innov. 2014, 18, 784–787. [Google Scholar] [CrossRef]
  28. Guerrero, A.; Goñi, S.; Campillo, I.; Moragues, A. Belite cement clinker from coal fly ash of high Ca content. Optimization of synthesis parameters. Environ. Sci. Technol. 2004, 38, 3209–3213. [Google Scholar] [CrossRef]
  29. Goñi, S.; Guerrero, A. Study of alkaline hydrothermal activation of belite cements by thermal analysis. J. Therm. Anal. Calorim. 2009, 99, 471–477. [Google Scholar] [CrossRef] [Green Version]
  30. Nocuò-Wczelik, W. Effect of Na and Al on the phase composition and morphology of autoclaved calcium silicate hydrates. Cem. Concr. Res. 1999, 29, 1759–1767. [Google Scholar] [CrossRef]
  31. Viallis-Terrisse, H.; Nonat, A.; Petit, J.-C. Zeta-Potential Study of Calcium Silicate Hydrates Interacting with Alkaline Cations. J. Colloid Interface Sci. 2001, 244, 58–65. [Google Scholar] [CrossRef]
Figure 1. Experimental and simulated absorption rates of CaO under different conditions: (a) None addition; (b) the dosage of Na2O is 0.5%; (c) the dosage of Na2O is 1.0%; (d) the dosage of Na2O is 1.5%.
Figure 1. Experimental and simulated absorption rates of CaO under different conditions: (a) None addition; (b) the dosage of Na2O is 0.5%; (c) the dosage of Na2O is 1.0%; (d) the dosage of Na2O is 1.5%.
Materials 12 03303 g001aMaterials 12 03303 g001b
Figure 2. Linear relationship curve between ln k and 1/T.
Figure 2. Linear relationship curve between ln k and 1/T.
Materials 12 03303 g002
Figure 3. Linear relationship curve between A and FA/CA.
Figure 3. Linear relationship curve between A and FA/CA.
Materials 12 03303 g003
Figure 4. Relationship curve between values of a and dosages of Na2O.
Figure 4. Relationship curve between values of a and dosages of Na2O.
Materials 12 03303 g004
Figure 5. Verification of the kinetic model.
Figure 5. Verification of the kinetic model.
Materials 12 03303 g005
Table 1. Chemical composition of fly ash (wt. %).
Table 1. Chemical composition of fly ash (wt. %).
Chemical CompositionFly Ash
SiO249.21
Al2O329.46
Fe2O34.36
CaO2.26
MgO0.80
TiO21.21
Na2O0.39
K2O0.28
SO30.18
Loss on ignition10.08
Table 2. CaO absorbed rate of precursors in the hydration reaction at 97 °C.
Table 2. CaO absorbed rate of precursors in the hydration reaction at 97 °C.
No.FA/CA/Na2O *Absorption Rate of CaO (%)
2 h4 h6 h8 h12 h16 h20 h24 h32 h40 h
F180/20/026.137.349.758.572.376.882.186.789.191.7
F275/25/019.732.144.556.464.969.974.380.584.187.8
F370/30/020.627.841.950.360.567.672.576.180.283.7
F465/35/018.728.339.647.256.165.672.274.878.781.5
F2N575/25/0.523.133.148.853.466.675.780.283.486.288.9
F2N1075/25/1.027.539.253.159.668.178.683.986.889.791.8
F2N1575/25/1.531.250.156.466.278.483.886.189.594.396.2
F3N570/30/0.523.529.243.751.762.867.374.778.481.885.6
F3N1070/30/1.031.643.352.261.870.576.382.685.188.790.9
F3N1570/30/1.533.547.255.664.175.680.185.888.692.294.8
F4N565/35/0.520.828.940.350.260.665.669.775.679.182.3
F4N1065/35/1.025.438.750.161.268.374.377.481.384.287.7
F4N1565/35/1.529.741.455.664.774.379.882.484.889.291.4
F3 a70/30/016.626.833.940.345.749.652.556.360.362.7
F3 b70/30/0N/A6.4N/A10.113.616.218.720.1N/AN/A
a The reaction temperature was 57 °C; b the reaction temperature was 77 °C; * Na2O was added as equivalent NaOH and taken as the percentage of the total mass of CaO and fly ash.
Table 3. Kinetic parameters of the reaction.
Table 3. Kinetic parameters of the reaction.
No.Mixed Controlα = 1 − (1 − e(lnt − lnk)/N)3
1/N(ln k)/Nk × 102 (h−1)NStandard Deviation (%)
F10.61−2.711.291.632.68α1 = 1 − (1 − e(lnt − 4.350)/1.63)3
F20.65−2.951.071.543.59α2 = 1 − (1 − e(lnt − 4.537)/1.54)3
F30.63−2.990.881.583.29α3 = 1 − (1 − e(lnt − 4.733)/1.58)3
F40.64−3.070.851.553.04α4 = 1 − (1 − e(lnt − 4.676)/1.55)3
F2N50.63−2.841.131.583.30α5 = 1 − (1 − e(lnt − 4.483)/1.58)3
F2N100.59−2.631.181.692.43α6 = 1 − (1 − e(lnt − 4.439)/1.69)3
F2N150.57−2.431.431.752.14α7 = 1 − (1 − e(lnt − 4.247)/1.75)3
F3N50.61−2.880.881.642.97α8 = 1 − (1 − e(lnt − 4.733)/1.64)3
F3N100.53−2.460.961.891.79α9 = 1 − (1 − e(lnt − 4.646)/1.89)3
F3N150.54−2.401.191.851.41α10 = 1 − (1 − e(lnt − 4.431)/1.85)3
F4N50.61−2.940.831.633.08α11 = 1 − (1 − e(lnt − 4.791)/1.63)3
F4N100.56−2.620.901.803.39α12 = 1 − (1 − e(lnt − 4.710)/1.80)3
F4N150.54−2.481.021.853.43α13 = 1 − (1 − e(lnt − 4.585)/1.85)3
F3 a0.50−3.020.2490.502.59α14 = 1 − (1 − e(lnt − 5.995)/1.98)3
F3 b0.62−4.590.0610.6211.88α15 = 1 − (1 − e(lnt − 7.402)/1.61)3
Table 4. Value of the kinetic constants and the standard deviation for the model.
Table 4. Value of the kinetic constants and the standard deviation for the model.
No.k × 102 (h−1)Standard Deviation (%)
Predictive ValueExperimental Value
F11.281.223.00
F21.061.070.50
F30.920.882.00
F40.820.851.50
F3 a0.2610.2490.60
F3 b0.0640.0610.15
Table 5. Value of a with different Na2O addition.
Table 5. Value of a with different Na2O addition.
No.k (10−2)/h−1a (106)Average of a (106)
F2N51.138.788.11
F3N50.887.34
F4N50.838.21
F2N101.189.399.21
F3N100.968.60
F4N100.909.64
F2N101.4312.5712.26
F3N101.1912.23
F4N101.0211.98

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Gong, Y.; Yu, B.; Fang, Y.; Yang, D.; Wu, S.-a.; Yan, Y. A Kinetic Study of the Pozzolanic Reaction of Fly Ash, CaO, and Na2O in the Preparation of Fly Ash Belite Cement. Materials 2019, 12, 3303. https://doi.org/10.3390/ma12203303

AMA Style

Gong Y, Yu B, Fang Y, Yang D, Wu S-a, Yan Y. A Kinetic Study of the Pozzolanic Reaction of Fly Ash, CaO, and Na2O in the Preparation of Fly Ash Belite Cement. Materials. 2019; 12(20):3303. https://doi.org/10.3390/ma12203303

Chicago/Turabian Style

Gong, Yongfan, Ben Yu, Yonghao Fang, Dingyi Yang, Shu-an Wu, and Yurong Yan. 2019. "A Kinetic Study of the Pozzolanic Reaction of Fly Ash, CaO, and Na2O in the Preparation of Fly Ash Belite Cement" Materials 12, no. 20: 3303. https://doi.org/10.3390/ma12203303

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