Abstract
The valorisation of waste or by-products in Portland clinker production is a promising alternative for developing sustainable cements. The complexity of the chemical reactions during clinkering demands an adequate dosing method that considers the effect of feedstock impurities to maximise the potential substitution of natural resources by waste or by-products, while guaranteeing the clinker reactivity requirements. This study proposes a raw meal proportioning methodology for optimising co-processing of natural feedstocks with alternative raw materials in clinker production, intending to reduce the content of natural raw materials needed, while promoting an optimal clinker reactivity. A thermodynamic modelling sequence was developed considering the variability of raw materials composition and heating temperatures. The model was then validated by comparing simulation outcomes with results reported in previous studies. An experimental case study was conducted for validation of the proposed method using a spent fluid catalytic cracking catalyst (SFCC), a by-product from the oil industry as an alternative alumina source during clinkering. The modelling simulations indicated that substitution of natural feedstocks by 15 wt% SFCC promotes the formation of reactive clinkers with more than 54% tricalcium silicate (C3S). Mixes with the potential to form the highest C3S were then produced, and heating microscopy fusibility testing was applied for evaluating the clinkers’ stability. The main factors governing the reactivity and stability of the clinker phases were the melt phase content, alumina modulus, and formation of C3S and dicalcium silicate (C2S). The self-pulverisation of clinker during cooling was observed in selected mixes, and it is potentially associated with high viscosity and low Fe content in the melt phase. The proposed framework enables optimisation of the dosing of raw meals containing alternative alumina-rich feedstocks for clinker production and allows a deeper interpretation of limited sets of empirical data.
Subject terms: Civil engineering, Sustainability, Materials chemistry, Environmental impact
Introduction
World cement production is about 4.3 billion tons per year1, with an average consumption of raw materials of about 1.6 tonnes for each tonne of cement manufactured2. Valorisation of waste or by-products from different processes, as raw materials in cement kilns, is a common practice for reducing the environmental impacts associated with the extraction of natural resources, production costs, the volume of landfilled wastes, and the emission of greenhouse gases3. Furthermore, this approach has a sustainable benefit, as most of the potentially contaminating elements that might be present in alternative feedstocks are immobilised or solidified in the clinker5. On the other hand, minor elements can significantly compromise cement properties, demanding an adequate dosing method that considers the particularities of these industrial residues.
Bogue equations estimate the theoretical or potential composition of Portland clinker5,6. This method or its derivatives, combined with chemical moduli (alumina (AM), silica (SM), and lime saturation factor (LSF)), are the most frequently used for raw meal proportioning for research and industrial applications. The calculations assume the complete reaction of raw materials to form clinker compounds under equilibrium conditions and also ignore the possible effect of impurities7. However, the equations only give approximate clinker compositions and industrial clinkers show slight differences from the theoretical predictions. Furthermore, deviations can be even greater when impurities are present due to impacts on clinker phase stability, thus impacting the final properties of the cement8. Temperature variations, the composition of the kiln atmosphere, the presence of minor elements, and the absence of equilibrium conditions from cooling can all influence the development of the clinker phases, thus reducing the accuracy of the phase compositions estimated by Bogue's calculations9,10. Furthermore, minor elements within alternative raw materials or fuels influence the clinkering process11. The nature and quantity of these constituents can lead to notable changes in various aspects, including the morphology and proportion of the clinker phases12, the formation of minor phases13, the optimal clinkerisation temperature14, kiln residence time15, melt phase viscosity16, transformations on cooling17, the polymorphism of the main phases18, and the clinker reactivity19. In this scenario, thermodynamic modelling is an alternative tool to consider all these variables and to expand the scope of usable alternative materials.
Thermodynamic modelling enables development of simulations that account for the variability of the chemical composition of raw materials and conditions adopted during the heat treatment. By computing the effect of a wide range of trace oxides, the technique increases the accuracy of phase predictions, helping to solve problems associated with the synthesis of clinker prepared with raw materials containing impurities10,20,21. Early studies have focused on investigating systems containing the main clinker oxides (CaO, Fe2O3, Al2O3, and SiO2), expanding the understanding of clinker manufacturing. The studies utilised modelling techniques to explore the limitations of Bogue's predictions. The results demonstrated the absence of targeted compositions of clinker phases and lack of equilibrium during the cooling process, changing the proportion of the quantified phases10. Through the inclusion of minor elements in the clinker raw meal, the modelling accurately predicted the composition of the clinker produced on an industrial scale, allowing the evaluation of the effect of oxygen in the kiln atmosphere on the material quality20 and the concentration of impurities (alkalis, magnesium, zinc, chromium, and nickel) in the different kiln zones22. Additionally, a modelling methodology was employed to assess the impact of phosphorus on the formation of solid solutions of dicalcium and tricalcium silicate during clinkerisation23 and to predict the composition of belite clinker and calcium sulfoaluminate clinker containing blast furnace slag and red mud respectively as alternative raw materials24,25.
Previous investigations have also utilised modelling to examine the effect of minor oxides (SO3, Na2O, K2O, TiO2, and MgO) and mineralisers (CaF2, AlF3, MgSiF6, Na2SiF6, CaCl2, ZnO, and CaSO4) added to the clinker raw meal, reporting changes in phase formation during clinkerisation and the existence of an optimal mineraliser content26. Modelling the gradual replacement of Al2O3 by Fe2O3 has broadened the understanding regarding the effects of co-processing alternative iron-rich residues27. Hanein et al.9 developed an optimised thermodynamic dataset for clinker phases to overcome the limitations of databases not freely available or primarily designed for other applications. Although thermodynamic modelling has allowed advances in the clinkering process and predicting the impact of minor elements, its potential for optimising the dosing process of raw clinker meal remains unexplored. This application can enhance the understanding of the effect of combined minor elements and enable the maximisation of co-processing alternative raw materials in cement kilns, ultimately producing more sustainable clinkers.
One of the biggest challenges in cement manufacture at an industrial scale is maintaining the consistency of the clinker phases over multiple production cycles. Such variability stems from using alternative feedstocks such as waste or by-products, containing impurities, which can induce temperature changes inside the kiln and during the cooling process8. Different minor impurities can stabilise or destabilise specific silicate phases over others, induce the formation of new clinker phases, and compromise the reactivity and stability of the cement when hydrated28–31. Predictive modelling tools can mitigate all these factors. It allows for the identification of optimised raw meal formulations shortening experimental programs, optimising the dosing of raw meals containing alternative feedstocks, and enabling a broader interpretation of limited sets of empirical data.
Aluminous residues have been a relevant alternative raw material in clinker production32–39. They allow for the reduction of the environmental impacts associated with the extraction of natural clays, such as deforestation, soil surface destruction or degradation, slope instability, erosion, and siltation40. Spent fluid catalytic cracking catalyst (SFCC) is a residue of the fluidised bed catalytic cracking process in oil refining units41. Due to the high amounts of Al2O3 and SiO2 (generally totalling more than 80%), SFCC is classified as a potential partial substitute raw material in cement manufacture42–45. SFCC has been co-processed in clinker manufacture to reduce production costs and energy, but its replacement content in raw meals was limited to 4 wt%30,46,47.
The composition of complementary raw materials, chemical moduli, and the target composition of the clinker influence the content of co-processed SFCC. However, the reduced reactivity and compressive strength of clinker containing more than 4 wt% of SFCC were attributed to the effect of impurities in the waste material and the formation of high levels of tricalcium aluminate30. Maximising the C3S content could enhance the reactivity and compressive strength of the system produced with SFCC. In this sense, applying a raw meal proportioning method using thermodynamic modelling allows consideration of the influence of minor elements on the clinker phases, melt phase content, clinker stability, transition phases, and potential cement reactivity. It is thus possible to maximise the recyclable SFCC content in the clinker while guaranteeing the reactivity requirements, proper waste disposal, and reducing the cost of using and exploiting natural raw materials.
In this study, a raw meal proportioning method is proposed for the optimisation of raw meal formulation during the co-processing of natural and alternative feedstocks for clinker production. The method comprises thermodynamic modelling and heating microscopy as tools for system simulation and decision-making. The analysis aims to maximise the content of co-processed waste material while ensuring maximum reactivity of the cement produced. Then, this research presents a case study using the SFCC with the mixing dosage based on the proposed methodology. A final method is presented for the application of any alumina-rich waste material in clinker production.
Experimental methodology
Materials
In this study, SFCC and analytical purity reagents were used: silicon oxide (SiO2; CAS 60676-86-0), iron III oxide (Fe2O3; CAS 1309-37-1), aluminium oxide (Al2O3; CAS 1344-28-1), and calcium carbonate (CaCO3; CAS 471-34-1). Analytical purity (AP) materials were applied to isolate the effects of SFCC impurities and potentially contaminating elements. The oxide composition of the raw materials used (Table 1) was obtained by X-ray fluorescence spectrometry (XRF) using an S8 Tiger (Bruker) instrument.
Table 1.
Oxides (wt%) | CaCO3 AP | SiO2 AP | Fe2O3 AP | Al2O3 AP | SFCC |
---|---|---|---|---|---|
CaO | 54.95 | 0.01 | 0.02 | 0.07 | 0.10 |
SiO2 | 0.17 | 89.56 | 0.17 | 0.19 | 47.97 |
Fe2O3 | 0.02 | 0.05 | 97.53 | 0.02 | 1.13 |
Al2O3 | 0.02 | 0.51 | 0.08 | 95.26 | 42.09 |
MgO | 0.29 | n.d | n.d | n.d | 0.03 |
SO3 | 0.02 | 0.26 | 0.49 | 0.02 | 0.10 |
P2O5 | 0.07 | n.d | 0.02 | 19 ppm | 0.41 |
Na2O | 0.02 | 0.56 | 0.10 | 0.36 | 0.51 |
ZnO | 16 ppm | 9 ppm | 0.04 | 38 ppm | 0.01 |
K2O | 61 ppm | n.d | 20 ppm | 19 ppm | 0.15 |
NiO | 17 ppm | 30 ppm | 0.01 | 19 ppm | 0.89 |
TiO2 | 17 ppm | 0.02 | 59 ppm | 48 ppm | 0.52 |
MnO | 56 ppm | n.d | 0.18 | n.d | 39 ppm |
La2O3 | n.d | n.d | 39 ppm | n.d | 2.39 |
V2O5 | 6 ppm | n.d | 20 ppm | 48 ppm | 0.71 |
Others | 0.30 | 0.01 | 0.18 | 0.07 | 0.22 |
LOI | 44.14 | 9.02 | 1.17 | 4.01 | 2.77 |
LOI Loss on ignition (1000 °C), as determined by thermal analysis; n.d. Not detected; ppm Parts per million.
SFCC is an industrial residue collected from an oil refinery in Bahia, Brazil. Silicon, aluminium, and iron oxides account for more than 91 wt% of the material. Considering its oxide composition (Table 1), the SFCC has an Al2O3/SiO2 ratio of 0.88. This ratio is close to the lower limit reported for SFCC from different sources, which varies between 0.6548 and 1.7030. SFCC generated in South America generally has values below 0.9, characteristic of catalysts with higher thermal stability49–51. The catalyst prior to use is a zeolite (aluminosilicate), a microporous crystalline solid52,53. The sample contains 2.39 wt% lanthanum oxide. This element is incorporated into the zeolite structure, increasing catalytic reactivity, hydrothermal stability, and life expectancy during catalytic cracking54. La-modified zeolite Y is usually manufactured from the conversion of NaY zeolites, justifying the Na2O3 content in the sample55. The most relevant minor elements in SFCC are transition metals (Fe, Ni, V, and Ti), and P. Phosphorus is potentially absorbed by zeolite LaY56. Transition metals come from crude oil57,58.
Colloidal silicon dioxide (SiO2 AP) showed a high LOI (9%), as this material has a high moisture adsorption capacity59. Although storage conditions were guaranteed, the sample adsorbed moisture during handling. The LOI determined by thermogravimetric analysis (TG) indicated that the mass loss occurs at temperatures below 100 °C, being attributed to the presence of unbound water. The same was observed for Al2O3 AP. The mass losses below 100 °C were ignored in thermodynamic modelling calculations since the raw meals were dried in an oven at this temperature before clinkering.
Figure 1 shows the phase composition of the SFCC quantified by X-ray diffractometry combined with Rietveld refinement (XRD/Rietveld). The amorphous content was determined by the internal standard method, using 20 wt% corundum (Al2O3; CAS 1344-28-1). The sample is composed of type Y dealuminated zeolite and α-quartz. No peaks attributed to lanthanum oxide or other La-based phases were detected. This suggests that La is incorporated into the Y zeolite structure or highly dispersed on the zeolite surface52,55. The main types of zeolites used in catalytic cracking are X, Y, and ZSM-554. Zeolite Y has the higher stability. The XRD pattern shows an amorphous halo verified by the baseline non-linearity. The sample has a high amorphous content (96.18%). This is attributed to the hydrothermal dealumination during catalytic cracking, partially decomposing the crystalline structure of the zeolite58.
Methods
Raw meal proportioning by thermodynamic modelling
The proposed dosing method calculates the raw meal composition aiming to include SFCC as an alumina source and maximising the C3S content. The modelled systems were designed to use up to 20 wt% SFCC in the raw meal, which was proportioned using FactSage version 7.360. The software is a thermodynamic tool used for clinker equilibrium calculations in previous investigations23,26,27,61. The simulations used thermodynamic databases for gaseous components (FactPS) and oxides in solid, liquid (melt), and solution phases (FToxid)23,60.
The modelling approach adopted was applied following the subsequent considerations: (1) The number of oxides considered for each system was limited to 14 due to the data processing time. Processing times for models with more oxides exceeded 24 h; (2) The initial step considered clinkering up to 1450 °C; (3) The modelling considered a 0.5% step size in the content of each raw material for each scenario; (4) The content range for each raw material was delimited considering the usual values for clinkerisation of a CEM I (cement with a maximum of 5% other constituents)5. In this sense, the CaCO3 AP content varied from 75 to 100% of the non-SFCC fraction in the raw meal. For SiO2 AP and Fe2O3 AP, the applied ranges were 0 to 25%; (5) The SFCC content (5, 10, 15, and 20%) was fixed for each system; (6) 2601 scenarios (raw meal compositions) were modelled; (7) The optimal blend of raw materials was defined as the scenario giving maximum C3S formation at 1450 °C.
As input data, the proportions of the raw materials were varied using the oxide compositions and equations in linear systems. The oxide contents of each raw material were normalised to 100%, considering the contents of Al2O3, CaO, CO2, Fe2O3, K2O, MgO, MnO, Na2O, NiO, P2O5, SiO2, SO3, TiO2, and ZnO. The CO2 content was calculated by the mass loss between 500 and 1000 °C upon thermogravimetric analysis. The system pressure was set at 1 atm. The clinkering was set at 1450 °C, a temperature at which the Lime Saturation Factor (LSF) is established, and the reaction of CaO to form C3S is optimised5,6. Furthermore, this is a typical temperature for ordinary cement clinker production5. However, this value can be adjusted according to the intended application.
The FactSage software allows the insertion of first-degree equations for each input oxide, enabling the modelling of several systems in an automated way as a function of a common variable. The proposed dosing method uses this tool combined with a set of linear systems, aiming to cover a range of possible scenarios when varying the proportioning of raw materials.
The software calculation consisted of three main steps. For each oxide, it was necessary to define a linear equation to simulate all scenarios. The independent variable (X) was the SiO2 AP content, and the dependent variable (Y) was the oxide content in the scenario. The angular coefficient (A) was calculated according to Eq. (1). Where Ai is the slope for each oxide, n is the total number of oxides considered in the system, and ai,j is the content of each oxide, with i referring to the oxide and j referring to the raw material.
1 |
The linear coefficient (B) for each oxide was calculated from Eq. (2). Where Sfixed was the fixed SFCC content for the system, Cmax was the maximum CaCO3 AP content in the raw meal (100–Sfixed–Ffixed), Smin was the minimum content of SiO2 AP (0%), and Ffixed was the content of Fe2O3 AP fixed in the system (varying in 0.5% increments from 0 to 25%).
2 |
Up to this point, the method allowed modelling the clinkering of raw meals with the alumina modulus (AM), Al2O3/Fe2O3 mass ratio, allowed to vary freely. Samples dosed by this method were named S5, S10, S15, and S20, according to the SFCC content. The amount of SFCC was fixed to streamline the equations and improve calculation times. No additional alumina source was introduced, and optimisation was based on the predicted maximum C3S content. Consequently, the dosage of complementary raw materials varied among the different systems. As the SFCC content increased, the availability of CaO for C3S formation decreased. As a result, each amount of co-processed SFCC has a maximum potential for C3S formation. In this sense, the conventional approach of establishing a target clinker composition and dosing the raw meal by continuously varying the alternative material content would restrict the co-processing potential of the SFCC. This constraint would limit the predicted C3S content and, consequently, the reactivity of the resulting clinker. For this reason, the quantity of SFCC was fixed for simplicity, and the discussion focused on optimised dosages. However, the proposed method maps the predicted C3S content for all possible combinations, enabling the identification of a specific target composition in all cases.
Due to the high alumina content of SFCC, the calculation process to maximise C3S content tended to reduce Fe2O3 in the raw meal, and consequently the AM tended to exceed typical values seen in industrial clinker production of 1.65. In the initial method, its value tended to exceed 25. Therefore, a second step was added, fixing the AM value at 1.6. The determination of the Ffixed term (Fe2O3 AP content) used in Eq. (2) was now calculated from Eq. (3). After this method adaptation, the samples dosed were named S5F, S10F, S15F, and S20F, where F indicates the AM fixed at 1.6. An applied example of the method equations is presented in the Supplementary File.
3 |
The computational modelling was processed, resulting in the clinker phases in equilibrium at 1450 °C. For each SFCC content, 2601 scenarios were modelled, totalling 20,808 results. For the next step of each system, the scenario with the maximum C3S content was chosen. The CO2 emissions from limestone decarbonation were calculated based on the optimised composition of the raw meals. The calculation assumed that all the calcium in each material is present as CaCO3 and considered the data from Table 1 to determine the amount of clinker produced for each tonne of raw materials.
After the raw meal proportioning, the phases of the systems were modelled by simulating the heat treatment in industrial production. The processing was applied using the FactSage equilibrium module and adopting the entire set of outputs available in the system. The equilibrium composition calculation was applied between 1000 and 1450 °C with 10 °C steps. The cooling simulation was performed using the Scheil-Gulliver model23. In this case, the temperature and phases obtained after the maximum conversion of the melt phase (formed at the maximum clinkering temperature) into solids were determined during system cooling (starting from 1450 °C). The melt phase remaining after cooling corresponds to the chemical composition of the non-crystalline phases of clinker62.
Thermodynamic modelling through FactSage considers the rhombohedral structure of tricalcium silicate (Ca3SiO5)23. For the dicalcium silicate (Ca2SiO4), the software presents the gamma, alpha prime, and alpha polymorphs represented by the indices s1, s2, and s360. In addition to the solids, the simulations detail the chemical composition of the molten and gaseous phases. The main phases within clinker are commonly reported as solid solutions due to the inclusion of minor elements within their crystalline structures5,63,66. The triclinic and monoclinic polymorphs of Ca3SiO5 (T1, T2, T3, M1, M2, and M3) are distortions of its rhombohedral phase5. Similarly, beta Ca2SiO4 represents an impure form of dicalcium silicate, as pure β-C2S is unstable under normal atmospheric conditions65. Although the calculations presented in this study did not include solid solutions of silicates, the modelling considered new phases resulting from the incorporation of minor elements (Mg2SiO4, Ni2SiO4, Zn2SiO4, Ca2MnO4, Ca3Ti2O6, and others60), in addition to solid solutions of aluminate phases. Portland cement clinker typically contains aluminium-bearing phases, such as tricalcium aluminate (C3A) and calcium aluminium ferrite (C4AF). C3A (Ca3Al2O6) has a cubic structure but can incorporate alkali metals and be converted into an orthorhombic form66. In this sense, the incorporation of sodium can result in the formation of Na2Ca8Al6O1867,68. C4AF has the formula Ca2(AlxFe1-x)2O5, with the Al/Fe ratio varying according to raw meal composition and clinkering conditions63. It can also contain up to 10% of other constituents based on Ca, Al, Fe, and O5. Ca2Fe2O5 contains Fe3+ in octahedral and tetrahedral sites. As the Al content is increased, it preferentially occupies the tetrahedral and later the octahedral sites, modifying the crystalline structure5. Furthermore, C4AF frequently exhibits variable composition zones due to fractionation during cooling9. Thermodynamic modelling using FactSage considers the formation of solid solutions of calcium aluminium ferrites, including Ca(Al,Fe)2O4, Ca2(Al,Fe)2O5, and Ca3(Al,Fe)2O660. Where (Al,Fe) means Al and Fe are interchangeable in the structure. Therefore, the quantification of Ca3(Al,Fe)2O6 in FactSage contains the C3A amount, and the complementary fraction is attributed to intermediate phases in forming C4AF. In this context, previous studies discussed the C3A and C4AF content as the general sum of the CaO-Al2O3-Fe2O3 solid solutions mentioned and named as C-A-F9,20,23. In this study, the solutions are presented individually (C(A,F), C2(A,F), and C3(A,F)) to provide greater clarity about the phase changes according to the raw meal composition.
Fusibility test by heating microscopy
Heating microscopy was used to define the compositions with the highest production potential on an industrial scale. As eliminatory criteria, melting at temperatures below 1450 °C or collapse after cooling were considered. The fusibility test was performed using a 1600 heating microscope (LEITZ). The raw meal samples (Table 2) were shaped into cylindrical specimens (Ø 2 mm × 3 mm) and placed on an alumina support in the heating unit. The samples were heated from room temperature with a heating rate of 12 °C/min up to 800 °C, followed by 10 °C/min up to 1450 °C. The specimens were cooled at a rate of 35 °C/min from 1450 °C down to 200 °C at 1 atm. The varying heating rates were used following DIN 5173069.
Table 2.
Sample | SFCC | CaCO3 AP | SiO2 AP | Fe2O3 AP | Al2O3 AP | LSF | SM | AM |
---|---|---|---|---|---|---|---|---|
S5 | 5.00 | 81.50 | 13.50 | 0.00 | 0.00 | 97 | 6.6 | 27.4 |
S7.5 | 7.50 | 81.00 | 11.50 | 0.00 | 0.00 | 97 | 4.3 | 30.2 |
S10 | 10.00 | 80.50 | 9.50 | 0.00 | 0.00 | 98 | 3.1 | 31.8 |
S15 | 15.00 | 79.00 | 6.00 | 0.00 | 0.00 | 96 | 2.0 | 33.6 |
S20 | 20.00 | 78.00 | 2.00 | 0.00 | 0.00 | 97 | 1.3 | 34.6 |
R5 | 0.00 | 81.59 | 16.11 | 0.06 | 2.24 | 97 | 6.6 | 26.5 |
R7.5 | 0.00 | 81.09 | 15.41 | 0.11 | 3.39 | 97 | 4.2 | 24.9 |
R10 | 0.00 | 80.68 | 14.71 | 0.12 | 4.49 | 98 | 3.1 | 31.1 |
R15 | 0.00 | 79.25 | 13.82 | 0.18 | 6.75 | 96 | 2.0 | 33.0 |
R20 | 0.00 | 78.34 | 12.41 | 0.24 | 9.01 | 97 | 1.3 | 34.1 |
S5F | 5.00 | 81.00 | 12.62 | 1.38 | 0.00 | 99 | 4.0 | 1.6 |
S7.5F | 7.50 | 80.00 | 10.42 | 2.08 | 0.00 | 100 | 2.5 | 1.6 |
S10F | 10.00 | 79.00 | 8.23 | 2.77 | 0.00 | 100 | 1.8 | 1.6 |
S15F | 15.00 | 77.00 | 3.85 | 4.15 | 0.00 | 100 | 1.0 | 1.6 |
S20F | 20.00 | 74.46 | 0.00 | 5.54 | 0.00 | 97 | 0.7 | 1.6 |
R5F | 0.00 | 81.06 | 15.23 | 1.46 | 2.26 | 99 | 4.0 | 1.6 |
R7.5F | 0.00 | 80.09 | 14.33 | 2.19 | 3.39 | 99 | 2.5 | 1.6 |
R10F | 0.00 | 79.12 | 13.44 | 2.92 | 4.52 | 100 | 1.8 | 1.6 |
R15F | 0.00 | 77.17 | 11.67 | 4.38 | 6.78 | 100 | 1.0 | 1.6 |
R20F | 0.00 | 74.69 | 10.43 | 5.84 | 9.04 | 96 | 0.7 | 1.6 |
LSF Lime saturation factor; SM Silica modulus (SiO2/(Al2O3 + Fe2O3); AM Alumina modulus (Al2O3/Fe2O3).
For heating microscopy, samples were selected based on the dosage method, specifically targeting those with maximum C3S formation. These selected samples were labelled as Si or SiF, with the letter "i" denoting the co-processed SFCC content and the letter "F" indicating that the AM was set at 1.6. Reference samples were calculated according to the chemical composition of the raw meal defined in the modelling for systems containing SFCC. In other words, for each sample with SFCC, a corresponding reference raw meal containing CaCO3 AP, SiO2 AP, Al2O3 AP, and Fe2O3 AP was dosed. The proportioning applied the least squares method, aiming to isolate the effect of potentially contaminating elements of the SFCC. The contents of the main oxides (CaO, SiO2, Al2O3, and Fe2O3) in the reference and SFCC samples were then approximated, and the SFCC minor elements highlighted. Additional samples of clinker raw meals containing 7.5% SFCC and their respective references were produced for the fusibility test. The oxide composition of the raw meals is detailed in the Supplementary File.
Framework validation
The results, parameters, and trends observed in the dosing method were validated based on 21 clinker samples synthesised in eight previous studies23,31,70–75. The validation consisted of simulating the clinkers produced by these authors and comparing the results with the trends observed in this study. Thermodynamic modelling followed the methodology presented in the raw meal proportioning method. The publications were chosen based on the following criteria: It presented the raw meal composition by XRF and thermogravimetric analysis (TG); it detailed temperature conditions and heating rate during clinkering; it was published in a peer-reviewed journal; it addressed the synthesis of Portland clinker or self-pulverising clinker based on silicates. Detailed raw meal composition and clinkering conditions are presented in the Supplementary File.
Results and discussions
Maximisation of C3S content
Tricalcium silicate (C3S or Ca3SiO5) is the most important phase of ordinary Portland cement (OPC), corresponding to between 50 and 70% of the material63. C3S has high hydraulic reactivity and is mainly responsible for compressive strength development up to 28 days of hydration5. Previous studies incorporating 8% SFCC as a residual raw material in clinker production, showed about a 30% reduction in compressive strength than OPC paste30. Qualitative XRD analysis performed by the authors also indicated that the intensity of the peaks attributed to C3S in the reference samples was approximately double that of the SFCC clinker30. Although the potential reactivity of clinker is influenced by the types of materials used in the raw meal, an appropriate dosing method can optimise the clinker composition regardless of the raw material sources. This is possible since thermodynamic modelling considers the effect of minor elements of all raw materials. While previous investigations on SFCC co-processing employed natural raw materials, the present study focuses on dosing with laboratory-grade raw materials to isolate the effects of SFCC impurities. In this context, the first step of the dosing method proposed in this study sought to maximise the C3S content, aiming to optimise the reactivity and compressive strength of the material. Figure 2 presents the C3S contents calculated by thermodynamic modelling. The diagrams are pseudo-ternary because they show the three non-SFCC raw materials. Thus, the sum is 100% when adding the SFCC content to the raw meal.
Increasing the SFCC content reduces the C3S content because the residue is an aluminosilicate and lacks Ca available to form silicates. However, the method maps the possible combinations of supplementary raw materials and indicates the point of maximum C3S formation. It is noteworthy that the dosing optimisation allows the production of clinkers containing more C3S (81.9%) compared to previous research, which reached 67.2% and 52.5% when co-processing 3.5%46 and 4.0%30 SFCC, respectively.
Table 3 presents the raw meal composition for the maximum C3S formation scenarios. Optimisation predicts a clinker with approximately 50% C3S even when 20% SFCC is co-processed in the raw meal. The Lime Saturation Factor (LSF) and Silica Modulus (SM) tend towards the usual limits for OPC production, which were 93–98 and 2.2–3.3, respectively5. The additional iron oxide reagent (Fe2O3 AP) was optimised to zero as the system maximised the CaCO3 content to reach sufficient calcium for C3S development. However, the system still contains iron, arising from the SFCC, which contributes to forming C4AF. This minimisation of iron results in maximising the alumina modulus (AM, Al2O3/Fe2O3 ratio).
Table 3.
Sample | SFCC | CaCO3 AP | SiO2 AP | Fe2O3 AP | C3S max | LSF | SM | AM | CO2 emissions (kg/t of clinker) |
---|---|---|---|---|---|---|---|---|---|
S5 | 5.00 | 81.50 | 13.50 | 0.00 | 82% | 97 | 6.6 | 27.4 | 543.0 |
S10 | 10.00 | 80.50 | 9.50 | 0.00 | 71% | 98 | 3.1 | 31.8 | 532.9 |
S15 | 15.00 | 79.00 | 6.00 | 0.00 | 59% | 96 | 2.0 | 33.6 | 517.9 |
S20 | 20.00 | 78.00 | 2.00 | 0.00 | 48% | 97 | 1.3 | 34.6 | 508.1 |
LSF Lime saturation factor; SM Silica modulus; AM Alumina modulus.
AM is related to the C3A/C4AF ratio in the clinker5. A high AM increases the melt phase viscosity during clinkering, delaying silicate conversion and C3S formation76, while increasing the iron content in the raw meal allows lower clinkering temperatures, optimising the C3S, and limiting the dicalcium silicate (Ca2SiO4) content77. Lin et al.30 related the poor reactivity of clinker prepared with SFCC to the high tricalcium aluminate content (19%). It is noteworthy that the type of raw materials used in the study may have influenced the stability of C3A rather than other phases. However, the elevated AM (3.5) may have contributed to maximising the C3A content in the clinker. Thus, the proposed dosing method was adapted by setting the AM at 1.6 to regulate the C3A content and optimise the conditions for C3S formation. The value was defined based on the usual range for OPC, which varies between 1.4 and 2.25. Figure 3 shows the diagram corresponding to systems with the AM set to 1.6. As the SFCC is the only source of alumina, the Fe2O3 AP content was fixed for each residue content. The C3S formation zone narrowed as the SFCC content increased, as a consequence of CaCO3 depletion in the system. As a result, the limit of partial replacement of SFCC in raw meals is defined by the minimum C3S content required for the application. For example, for Portland clinker with at least 50% C3S, the co-processed SFCC content could reach up to 15% (Table 4).
Table 4.
Sample | SFCC | CaCO3 AP | SiO2 AP | Fe2O3 AP | C3S max | LSF | SM | AM | CO2 emissions (kg/t of clinker) |
---|---|---|---|---|---|---|---|---|---|
S5F | 5.00 | 81.00 | 12.62 | 1.38 | 80% | 99 | 4.0 | 1.6 | 537.9 |
S10F | 10.00 | 79.00 | 8.23 | 2.77 | 66% | 100 | 1.8 | 1.6 | 517.8 |
S15F | 15.00 | 77.00 | 3.85 | 4.15 | 52% | 100 | 1.0 | 1.6 | 498.3 |
S20F | 20.00 | 74.46 | 0.00 | 5.54 | 33% | 97 | 0.7 | 1.6 | 474.2 |
LSF Lime saturation factor; SM Silica modulus; AM Alumina modulus.
Table 4 presents the composition of the raw meals with maximised C3S contents and AM fixed at 1.6. The chemical moduli are adequate for the recommended ranges for OPC5. Thermodynamic modelling enabled dosing more sustainable clinkers, optimising the composition of the raw meal, enhancing C3S, and reducing the CO2 emitted by the raw materials. Al-Dhamri and Melghit46 co-processed 3.5% SFCC and 86.8% limestone to produce a clinker with 67.2% C3S. Lin et al.30 used 4% SFCC and 78.0% CaCO3 and obtained 52.5% C3S. Limestone is the main raw material responsible for CO2 emissions during the clinkering process, volatilising about 44% of its mass as this pollutant5,78. In this sense, the dosed samples are potentially more reactive (higher in C3S) and consume less CaCO3, thus decreasing CO2 emissions.
Table 5 shows the composition of the clinkers after the cooling simulation, showing both those with AM varying freely (> 27), and those with AM fixed at 1.6. The C3S content is slightly higher than in Tables 3 and 4, as the Scheil-Gulliver cooling simulation demonstrates that the lack of equilibrium promoted by rapid cooling allows for more C3S to be retained10. The successive steps of the cooling calculation consider exclusively the equilibrium between the remaining melt and the solids formed from its solidification, progressively modifying the melt phase composition until reaching a eutectic point10.
Table 5.
Composition (wt%) | S5 | S10 | S15 | S20 | S5F | S10F | S15F | S20F |
---|---|---|---|---|---|---|---|---|
Ca3SiO5 | 82.62 | 72.77 | 60.32 | 50.22 | 81.43 | 67.84 | 54.25 | 35.22 |
Ca2SiO4 α’ | 6.16 | 8.64 | 12.52 | 14.76 | 4.85 | 6.49 | 8.30 | 10.85 |
Ca2SiO4 α | 1.46 | 0.00 | 1.04 | 0.00 | 0.00 | 0.00 | 0.00 | 5.71 |
Ca(Al,Fe)2O4 | 1.04 | 1.65 | 2.85 | 4.15 | 0.37 | 0.37 | 0.35 | 0.36 |
Ca2(Al,Fe)2O5 | 0.19 | 0.01 | 0.00 | 0.00 | 6.14 | 10.90 | 15.59 | 20.33 |
Ca3(Al,Fe)2O6 | 2.36 | 10.43 | 17.73 | 24.41 | 4.12 | 10.34 | 16.38 | 22.11 |
Ca3MgAl4O10 | 1.43 | 3.38 | 3.72 | 3.66 | 1.14 | 1.97 | 2.72 | 3.32 |
Na2Ca8Al6O18 | 3.16 | 0.86 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
Na2Ca3Al16O28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.04 | 0.04 | 0.02 | 0.00 |
CaO | 0.00 | 0.64 | 0.00 | 0.67 | 0.66 | 0.57 | 0.54 | 0.00 |
MgO | 0.23 | 0.04 | 0.00 | 0.00 | 0.26 | 0.16 | 0.08 | 0.00 |
NiO | 0.02 | 0.09 | 0.13 | 0.19 | 0.12 | 0.16 | 0.24 | 0.30 |
Ca3Ti2O7 | 0.06 | 0.15 | 0.25 | 0.33 | 0.07 | 0.16 | 0.25 | 0.32 |
Melt | 1.26 | 1.33 | 1.45 | 1.62 | 0.78 | 0.97 | 1.24 | 1.41 |
C4AF + C3A | 3.59 | 12.09 | 20.58 | 28.56 | 10.63 | 21.61 | 32.32 | 42.80 |
Samples with AM limited to 1.6 will formed less C3S as a result of the decreased consumption of CaCO3 in the raw meal. This effect is more evident at higher SFCC levels due to the lower calcium content. Consequently, the lower Ca/Si ratio led to an increasing C2S content5. Up to 15% SFCC could be co-processed to produce ordinary tricalcium C3S-based Portland clinker.
Constraining the AM stabilised Ca2(Al,Fe)2O5 due to increased Fe2O3 contents. In Table 5, C4AF corresponds to the sum of Ca(Al,Fe)2O4, Ca2(Al,Fe)2O5, and part of Ca3(Al,Fe)2O660. Although no regulatory limits are specifically established on C4AF, the content of this phase usually ranges between 8 and 13% in OPC clinker5 and up to 22% for high-ferrite Portland cement (HFPC)79. Consequently, the co-processing of more than 15% of SFCC would be suitable for HFPC systems, in which properties such as high resistance to abrasion, sulfate and chloride attack are required, while also reducing CO2 emissions during clinkerisation80,81. By co-processing 8% SFCC in clinker, Lin et al.30 associated the low compressive strength with the high C3A content (19%). In the present study, although the modelling showed the C3A amount incorporated into the C3(A,F) content, the results indicated that this limit was not exceeded even for systems dosed with 15% SFCC. According to the European standard (EN 197-1), the maximum permissible limit of C3A in clinker is 9% for sulfate resisting pozzolanic cement (CEM IV)82. In contrast, the American standard (ASTM C150-07) allows this value to reach 15% of the clinker in the production of high early strength cement (type III)83. This implies that up to 10% of SFCC (S10F) could be co-processed, complying with European requirements, and up to 15% (S15F) according to American standards. The sum of C4AF and C3A increased when fixing the AM as more Fe2O3 was incorporated into the system. However, the values meet the usual thresholds (30%)5,66,83 for co-processing up to 10% SFCC. In addition to the C3A content, there are other determining factors on the clinker reactivity. The optimisation of sulfates in cement production can adjust hydration stages even with higher aluminate contents, delaying the C3A reaction and improving the hydration of C3S84. Thus, the poor reactivity of the SFCC clinker from previous studies could be associated with the low content of C3S in the sample and the adjustment of SO3 in the cement.
Ca3MgAl4O10 (C3A2M) is one of the first crystallisation products of Mg and Al from the melt phase during cooling85,86. No previous studies have reported the presence of C3A2M in experimental clinker samples, and there are some uncertainties about the stability of this phase as a solid in industrial clinker63. C3A2M was verified in the modelling of CaO-Al2O3-MgO systems85,86 and synthesised in laboratory scale studies87,88, with the hydration rate directly associated with its degree of crystallinity. High levels of SFCC lead to the growth of C3A2M due to the greater availability of alumina to react with MgO present within CaCO3 AP (0.29 wt%). Consequently, this behaviour can be associated with a decrease in free MgO. This drop is advantageous since the hydration of MgO is slow and may cause deleterious expansion of the hardened paste by forming Mg(OH)25. The MgO contents are below the standardised limit (6.0%)83.
Na2Ca8Al6O18 is the orthorhombic tricalcium aluminate (C3A-o)67,68. Its content gradually reduced as the SFCC content increased and was not present when the AM was set to 1.6. Compared to the cubic form, C3A-o reacts faster with gypsum (CaSO4.2H2O) in cement, forming longer ettringite crystals and leading to problems related to setting time and workability89. Na2Ca3Al16O28 is a sodium-modified calcium aluminate. The effect on cement hydration is unknown. In a previous study it was predicted only at trace concentrations (< 0.05) via thermodynamic modelling of the CaO-Al2O3-NaO system90.
Table 5 reveals that there was a gradual decrease in the free CaO content with increasing SFCC. Thus, the residue improved the clinker burnability, reducing the percentage of uncombined CaO. This behaviour may be related to the increased iron oxide content in the raw meal5. Thermodynamic modelling shows that Ti from SFCC would be stabilised in Ca3Ti2O7. This phase is formed from the combination of perovskite (CaTiO3) and CaO, crystallising in its orthorhombic form91. Ca3Ti2O7 and other types of perovskite have already been verified in alumina-rich cement92. Their formation is associated with interacting with C4AF93,94. Unlike titanium, nickel remains in the clinker in its crystalline oxide form (NiO). Previous studies have shown that Ni added to a raw meal at up to 1.2% did not affect cement hydration reactions, nor did it pose an environmental risk through leaching95,96.
Simulation of cooling by the Scheil-Gulliver method determines the composition after the maximum conversion of the melt phase into solids during cooling23. The melt phase remaining after cooling corresponds to the non-crystalline clinker fraction62. Raising the SFCC content increased this non-crystalline fraction due to chemically non-combined residual elements (Ni, Ti, Na, La, V, P, K, S, Zn, and Mn). Nickel (Ni), titanium (Ti), and sodium (Na) exhibited the highest potential for combination with crystalline phases. On the other hand, lanthanum (La), vanadium (V), and phosphorus (P) were not detected in the solid fraction after cooling. The concentration of these elements in the remaining melt suggests their propensity to be distributed in the last phases to recrystallise during cooling, particularly in C4AF. This behaviour corroborates the findings of Harada et al.97, who reported the concentration of La2O3 (3% of the raw meal) in the interstitial regions of the clinker, primarily around the contours of C3S and C2S grains. Co-processing pure V2O5 at levels above 0.5% of the raw meal resulted in the formation of AlV2O6 and CaV2O698. However, below these concentrations of La2O3 and V2O5, no crystalline compounds containing these elements were detected. This effect may explain the absence of crystalline phases containing these oxides in the modelled clinkers, as the maximum content of La2O3 and V2O5 in the raw meal (S20F) were 0.48% and 0.14%, respectively. Consequently, further studies are necessary to explore the impact of increasing these elements individually in the raw meal and to map their distribution in the clinker phases. Nonetheless, the results suggest that fixing the alumina modulus at 1.6 increased the potential for combining residual oxides into crystalline phases. This characteristic is essential for the environmentally safe production of clinker containing waste raw materials.
Compared to previous studies on Portland clinker containing SFCC30,46, the raw meal proportioning by thermodynamic modelling produced potentially more reactive clinkers with reduced limestone consumption and, therefore, lower CO2 emissions. In addition to the raw materials optimisation parameters, fixing the alumina modulus was essential to guarantee the C3A limitation. Samples with AM set at 1.6 have the potential to be environmentally more benign since higher levels of trace elements from the SFCC could be incorporated into the crystalline fraction of clinker. Furthermore, the dosed samples could produce clinkers with more than 50% C3S even when 15% SFCC is co-processed into the raw meal. Although the purity of the raw materials used with the SFCC may have contributed to the enhanced stabilisation of C3S in the modelled clinker, the data reported in this study suggest that the proposed dosing method can be applied to systems containing alternative sources, such as natural limestone and clays. In this sense, the proposed method represents a strategy to improve the clinker reactivity regardless of the purity of the raw materials employed.
Considerations about the melt phase
Raw meal melting temperature is an important factor in the clinkering process. It is related to the melt phase formation and interferes with the hot meal stickiness on the inner coating of the kiln5. Melt control is relevant as it can lead to expensive issues for the furnace infrastructure. Higher levels of SFCC increase the Al2O3 and Fe2O3 contents in the raw meal. As a result, the melt phase, C3S formation, and melting point are reached at lower temperatures3. In this sense, the dosing of raw meals containing alumina-rich residual raw materials needs to guarantee the minimum requirements to avoid sample melting during clinkering. The fusibility test by heating microscopy allows simulation of industrial production and verification of the sample dimensional evolution during heating and cooling.
Heating microscopy results are usually presented in terms of specimen height. Figure 4a shows the height at critical temperatures. Immediately before the CaCO3 decarbonation (600 °C), when the CO2 is volatilised, the sample loses between 30 and 40% of its height. At 1350 °C, the formation of C3S starts, and at 1450 °C, the clinkerisation is complete. The difference between the height at these last two temperatures is commonly used as an indication of the melting point. However, it can be inaccurate because other factors can lead to sample shrinkage. An example is the decomposition of phases and volatilisation of components between 1350 and 1450 °C. The DIN 5173069 standard classifies the half-sphere and melting points as the temperature at which the specimen base width and height ratio reaches 2 and 3, respectively. Figure 4b presents the evolution of this ratio for the dosed samples. It confirms that only the S15F and S20F clinkers started the melting process.
The melt phase content has already been associated with sample melting during clinkering5. Thus, it would be expected that the molten samples would present the highest melt phase contents among the modelled systems (Fig. 5a). However, sample S20 has a melt phase content between that of S15F and S20F yet maintained its shape during the heating microscopy analysis. The correlation between the melt phase viscosity and the softening effect of the clinker nodule can explain this behaviour. Previous studies reported a direct relationship between the decrease in melt phase viscosity during clinkerisation and the increase in deformation at high temperatures, implying a higher penetration rate into the pores of the refractory lining of industrial kilns16,63. The temperature, variations in AM, and the presence of minor elements govern the evolution of the melt phase viscosity16. Specifically, fluorides, chlorides, alkaline sulfates, and MgO are associated with decreased viscosity, while alkalis and phosphorus promote the opposite effect16,99.
Figure 5b shows the evolution of the melt content in the region close to the clinkering temperature. Two main zones characterise the curve. At first, there is growth in the melt content, reaching at least 70% of the maximum melt phase content. This is followed by a second zone where the melt phase content tends to stabilise, varying less than 30% over the phase formation3,10. The boundary between zones indicates the onset of C3S formation. The distribution of these points agrees with the trend expected by changes in alumina modulus, which specify that lower AM improves the raw meal burnability, reducing the temperature of C3S formation5,66. Therefore, the inflection in the melt phase formation rate occurs at lower temperatures in the samples with AM limited to 1.6 (Fig. 5b). The temperatures also differ due to other factors interfering in the process. In these samples, the main factor is the Fe2O3 content, which acts as a flux, increasing the percentage of melt phase66.
In the zone of stabilisation of the melt phase content, the viscosity of the melt phase varies significantly as a function of temperature. The melt content is crucial for the reaction of CaO, which gradually dissolves in the melt phase5. Lower viscosities improve CaO mobility and the diffusion rate, minimising reaction time and temperature for C3S crystallisation100. Iron is a mineraliser that increases the content and reduces the viscosity of the melt phase5. The opposite is true for Si66. Figure 6 shows the Si, Al, and Fe contents expected in the melt phase at the maximum clinkering temperature. The melt viscosity is a function of the atomic size of the elements and the forces between them66. Increasing the SFCC content resulted in a higher aluminium concentration in the melt phase. Although SFCC is composed of aluminosilicates, the silicon content in the melt phase differed from the Al tendency. This disparity is attributed to the dosing optimisation, which reduced the demand for SiO2 AP to maximise C3S (Tables 3 and 4). For the optimised samples (AM fixed at 1.6), the availability of Al and Si in the melt phase decreased while the iron content increased. Among these samples, systems S15F and S20F started the melting process (Fig. 4), suggesting that the melt phase viscosity should be increased to minimise deformation at high temperatures. Thus, the maximum feasible Fe concentration in the melt phase was 9% (S10F), as this element contributes to viscosity reduction and an increase in the melt phase content5. In this scenario, reducing the viscosity improves the nucleation and crystallisation reactions of C3S in C2S, optimising the clinker properties and lowering the production temperature.
Raw meal fusibility is a crucial factor in the production of industrial clinker. Melting of the sample during heat treatment can cause irreversible damage to the furnaces. The main concern is the melting of the material throughout the process and the consequent adherence to the refractory coating. The results suggest that the Fe content should not exceed 9% so that a minimum viscosity and CaO diffusion rate are guaranteed.
In general, the melt phase content of conventional Portland cement (CEM I) clinker at the maximum production temperature is around 22%3. It should be considered, however, that this reference percentage was estimated based on simplified equations, such as those of Dahl101 and Lea5. Compared to thermodynamic modelling, these methods tend to underestimate the melt phase content since they neglect the effect of minor elements acting as fluxes. The association between modelling and the fusibility test demonstrates that the samples tend to melt when they exceed 40% melt phase, and Fe constitutes more than 9% of this phase. Thus, limiting these parameters can be a criterion to reduce the risk of melting the mixture during clinkering.
Considerations about the cooling
The heating microscopy fusibility test analyses the sample up to the production temperature. However, analysis during cooling is also an essential factor in studying clinker. After reaching the maximum melt phase content, the sample is rapidly cooled during manufacturing. This process guarantees C3S stability, which will not be reconverted into C2S and CaO. In addition, the melt phase is solidified mainly in C3A and C4AF, with minor contents of C3S, C2S, and others66. During cooling, the sample may change shape and volume. Figure 7a shows the clinkers after heating microscopy up to 1450 °C and subsequent cooling to 200 °C.
Samples from the first dosing step (AM > 27) self-pulverised. This is desired for some types of cement to reduce costs and CO2 emissions associated with clinker grinding. This property is usually obtained by changing the volume of the phases during cooling, either by forming new compounds or stabilising higher-volume polymorphs71. The thermodynamic modelling did not reveal the formation of recognizably expansive phases (Table 5), such as γ-dicalcium silicate (γ-Ca2SiO4) or rankinite (Ca3Si2O7)102. These phases are commonly promoted for self-pulverisation and the software database covers their formation60. However, it should be considered that the high viscosity of the molten fraction interferes with the ionic mobility and the stabilisation of silicates during cooling.
Figure 7 also shows a set of reference samples prepared with analytical grade reactants (R5, R7.5, R10, R15, R20, R5F, R7.5F, R10F, R15F, and R20F), aiming to isolate the effect of SFCC impurities (La, V, Ni, Ti, Na, and P). However, the behaviour of references and SFCC clinkers were essentially identical. It demonstrates that pulverisation is associated with a common factor among the samples. The pulverisation of samples with free AM still needs to be better understood and may be related to changes in viscosity.
The phase composition of modelled clinkers can be verified by experimental techniques such as quantitative XRD analysis utilising the Rietveld method. As an example, Fig. 8 presents an experimental validation of the composition of clinker produced with 10% SFCC and AM set at 1.6. XRD/Rietveld analysis revealed the formation of tricalcium silicate with a monoclinic structure instead of the rhombohedral (Table 6). C3S M1, the most stable polymorph at room temperature, is typically found in industrial-scale clinkers5. The alteration in the crystalline structure can be attributed to the presence of minor elements in the raw meal, which was not captured by the clinkerisation modelling due to the limited consideration of polymorphs other than C3S R in the utilised database60. It is worth noting that the experimental analysis indicated a higher C3S content. This difference was compensated by the decrease in C2S amount, which was only observed in its α’ polymorph, corroborating the modelled results.
Table 6.
Composition (wt%) | Modelling | XRD/rietveld |
---|---|---|
Ca3SiO5 R | 67.84 | – |
Ca3SiO5 M1 | – | 73.47 (0.24) |
Ca2SiO4 α’ | 6.49 | 3.71 (0.20) |
Ca(Al,Fe)2O4 | 0.37 | – |
Ca2(Al,Fe)2O5 | 10.90 | 8.19 (0.11) |
Ca3(Al,Fe)2O6 | 10.34 | 13.08 (0.12) |
Ca3MgAl4O10 | 1.97 | – |
Na2Ca3Al16O28 | 0.04 | – |
CaO | 0.57 | – |
MgO | 0.16 | – |
NiO | 0.16 | – |
Ca3Ti2O7 | 0.16 | – |
Melt | 0.97 | – |
Ca(OH)2 | – | 1.55 (0.06) |
C4AF + C3A | 21.61 | 21.27 |
Rwp (%) | – | 5.59 |
The absence of modelled minor phases (such as Ca3MgAl4O10, Na2Ca3Al16O28, CaO, MgO, NiO, and Ca3Ti2O7) may have contributed to the observed increase in C3S quantification. The experimental results were in agreement with the thermodynamic modelling, particularly in terms of the combined content of C4AF and C3A, corresponding to approximately 21% of the clinker. The experimental analysis also showed approximately 1.5% of calcium hydroxide, which may be related to partial hydration of the clinker during sample handling and experiment execution. For example, CaO is a highly reactive compound and hydrates when exposed to environments with relative humidity exceeding 10%103.
Although the results do not allow for defining the cause of self-pulverisation of the samples in which AM varied freely, the existence of higher-risk areas is evident in Fig. 7b. The boundary conditions determined in the previous dosage steps delimited the risk areas of self-pulverisation during cooling and melting during clinkering. The delimitation of these zones was validated through modelling experimental data of self-pulverising71 and Portland23,31,70,72–75 clinkers from previous studies.
The Fe content in the melt fraction interferes with the viscosity and compounds mobility, increasing the risk of self-pulverisation on cooling when below 2% and of melting below the clinkering temperature when above 9%. However, the limit of 9% Fe in the melt phase only promoted the melting of the sample when associated with a melt phase content above 40%.
Method framework
Figure 9 summarises the flowchart of the raw meal proportioning method developed in this study. The steps were formulated according to the SFCC case study, but the framework can be applied to other alumina-rich alternative materials. The application to other systems is appropriate since the factors are considered as a function of their composition. The framework delimitation for co-processing alumina-rich materials occurred due to the AM fixation step. The utilisation of materials based on other elements may have different implications on chemical moduli and phase formation. In this sense, further investigations can be conducted to define the appropriate calculation approach considering the chemical characteristics of other types of raw materials. As shown in Fig. 7, the delimited parameters corroborate experimental samples from the literature. The validation system was limited due to the availability of peer-reviewed publications detailing complete information on the chemical and mineralogical composition of the raw meals and temperature evolution during clinkering.
The method starts with the chemical characterisation of the raw materials, followed by determining the content of co-processed alternative feedstock. In industry, this definition can be based on the volume of cement production and the amount of alternative feedstock generated within a reasonable distance from the plant. The alumina modulus is then defined, and the input equations are determined according to Eqs. (2 and 3) of this study. Then the thermodynamic modelling simulates the heating and cooling of the system. The outputs are filtered based on the C3S content, amount of melt phase, and iron content in the melt at the maximum clinkering temperature. The optimised composition is then evaluated by heating microscopy to certify that the sample will not reach the melting point before clinkering and will not pulverise during cooling. In this way, the method allows for defining a raw meal optimised composition, maximising the content of co-processed residue in clinker production, and guaranteeing cement reactivity.
The main limitations of the method are associated with the technique applied to determine the residue oxide composition. In this study, XRF was used with a wide range of oxides and in a pure material pressed pellet. However, several factors can contribute to a decrease in the precision of chemical analysis, including inadequate specimen preparation, the collection of non-representative samples, variations in preparation techniques (powder, pressed pellet, fused, etc.), the degree of dilution, the detection limit, and challenges related to equipment calibration104. These systematic errors introduce experimental uncertainties that can potentially lead to inaccurate estimation of residue impurities, compromising the accuracy of predictive modelling.
A second limiting factor is the modelling software database. The set of available phases met the demands of the method for Portland clinker, but the system could be improved when considering the formation of C3S and β-C2S polymorphs. For the coprocessing of aluminous waste, it would be relevant to model systems for dosing calcium sulfoaluminate cement (CSA cements). This is still unfeasible on FactSage because the databases need to consider the formation of essential phases in this cement, such as ye'elimite.
Future studies may explore essential questions about the effects of iron, seeking a better understanding of the stabilisation of calcium aluminium ferrite solutions and changes in melt phase viscosity and phase volume over the course of simulations. It is important to emphasise that thermodynamic modelling is not intended to replace experimental techniques but to act as an additional tool, optimising decisions and concentrating efforts on relevant issues. These answers can bring important solutions to the manufacturing process and optimise the production of more sustainable cements.
Conclusions
The proposed method optimised the composition of the raw meal, giving clinkers with more C3S (potentially more reactive) and limiting the C3A content in compliance with the European EN 197-1 (9%) and American ASTM C150-07 (15%) standards. Limestone consumption was lower compared to previous studies on Portland clinker containing SFCC, reducing CO2 emissions related to material decomposition.
The dosed samples could produce clinkers with more than 50% C3S even when 15% SFCC was co-processed into the raw meal. Thermodynamic modelling allowed dosing clinkers with a higher content of chemically combined SFCC. This characteristic is essential for the environmentally safe production of clinker containing alternative feedstocks.
Considering modelling results and the fusibility test it is demonstrated that clinkers tend to melt when they exceed 40% melt phase, and Fe constitutes more than 9% of this phase. Thus, limiting these parameters can be a criterion to reduce the risk of melting the mixture during clinkering, reducing maintenance costs, and improving the life expectancy of industrial kilns.
Although the sample self-pulverisation mechanism is still not completely understood, this behaviour seems related to high viscosities and Fe contents below 2% in the melt phase at clinkering temperature (1450 °C).
Optimising the chemical combination of impurities elements, maximising cement reactivity, reducing consumption of natural limestone and clay, and proper disposal of SFCC are positive implications of the method adopted for clinker production. This approach demonstrates the great potential for production of more sustainable cements while minimising the need of using natural resources.
Supplementary Information
Acknowledgements
The authors express their sincere appreciation to the Coordination for the Improvement of Higher Education Personnel (CAPES, Brazil—Grant number 88887.682513/2022-00 to A.R.D.C.) and the Bahia State Research Support Foundation (FAPESB, Brazil—Grant number 0289/2020 to A.R.D.C.) for their financial support. J.P.G., A.P.K. and W.V.B. gratefully acknowledge the National Council for Scientific and Technological Development (CNPq, Brazil) and the Foundation for Research Support of the State of Rio Grande do Sul (FAPERGS, Brazil). S.A.B. participation is this study was sponsored by the UK Engineering and Physical Sciences Research Council (EPSRC) via the Early Career Fellowship EP/R001642/1.
Additional information
Correspondence and requests for materials should be addressed to A.R.D.C.
Author contributions
A.R.D.C.: data curation, investigation, formal analysis, methodology, writing—original draft, and writing—review and editing. M.V.C.: data curation, investigation, and formal analysis. W.V.B.: formal analysis, funding acquisition, methodology, validation, resources, and writing—review and editing. S.A.B. and L.B.: formal analysis, funding acquisition, validation, project administration, supervision, resources, and writing—review and editing. A.P.K. and J.P.G.: conceptualisation, formal analysis, funding acquisition, methodology, project administration, supervision, resources, and writing—review and editing.
Data availability
The data associated with this paper are openly available from the University of Leeds Data Repository, at https://doi.org/10.5518/1394.
Competing interests
The authors declare no competing interests.
Footnotes
Publisher's note
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Supplementary Information
The online version contains supplementary material available at 10.1038/s41598-023-44078-7.
References
- 1.IEA. Global cement production in the Net Zero Scenario, 2010–2030. https://www.iea.org/reports/cement (2022).
- 2.Huntzinger DN, Eatmon TD. A life-cycle assessment of Portland cement manufacturing: comparing the traditional process with alternative technologies. J. Clean. Prod. 2009;17:668–675. doi: 10.1016/j.jclepro.2008.04.007. [DOI] [Google Scholar]
- 3.Bhatty JI, Miller FM, Kosmatka SH. Innovations in Portland cement manufacturing. Portland Cement Association; 2011. [Google Scholar]
- 4.Deolalkar SP. Designing green cement plants. Butterworth-Heinemann (Elsevier); 2016. [Google Scholar]
- 5.Hewlett P, Liska M. Lea’s chemistry of cement and concrete. Butterworth-Heinemann (Elsevier); 2017. [Google Scholar]
- 6.Taylor HFW. Modification of the Bogue calculation. Adv. Cem. Res. 1989;2:73–77. doi: 10.1680/adcr.1989.2.6.73. [DOI] [Google Scholar]
- 7.Mehta PK, Monteiro PJM. Concrete: Microstructure, properties and materials. McGraw-Hill Professional Publishing; 2013. [Google Scholar]
- 8.Mohamed B, et al. Inter-comparative study of quantitative methods of industrial clinker. J. Wuhan Univ. Technol., Mater. Sci. Edit. 2017;32:1250–1260. doi: 10.1007/s11595-017-1738-z. [DOI] [Google Scholar]
- 9.Hanein T, Glasser FP, Bannerman MN. Thermodynamic data for cement clinkering. Cem. Concr. Res. 2020;132:106043. doi: 10.1016/j.cemconres.2020.106043. [DOI] [Google Scholar]
- 10.Barry TI, Glasser FP. Calculations of Portland cement clinkering reactions. Adv. Cem. Res. 2000;12:19–28. doi: 10.1680/adcr.2000.12.1.19. [DOI] [Google Scholar]
- 11.Scrivener K, Haha MB, Juilland P, Levy C. Research needs for cementitious building materials with focus on Europe. RILEM Tech. Lett. 2022;7:220–252. doi: 10.21809/rilemtechlett.2022.165. [DOI] [Google Scholar]
- 12.Bogush AA, et al. Co-processing of raw and washed air pollution control residues from energy-from-waste facilities in the cement kiln. J. Clean. Prod. 2020;254:119924. doi: 10.1016/j.jclepro.2019.119924. [DOI] [Google Scholar]
- 13.Madej D, Boris R. Synthesis, characterization and hydration analysis of Ba2+-, Cu2+- or Bi3+-doped CaO–Al2O3–ZrO2-based cements. J. Therm. Anal. Calorim. 2019;138:4331–4340. doi: 10.1007/s10973-019-08142-7. [DOI] [Google Scholar]
- 14.Liu Y, et al. Evaluation on recycled clinker production and properties from regeneration of completely recycle concrete. Constr. Build. Mater. 2021;301:123882. doi: 10.1016/j.conbuildmat.2021.123882. [DOI] [Google Scholar]
- 15.Barros AM, Tenório JAS, Espinosa DCR. Evaluation of the incorporation ratio of ZnO, PbO and CdO into cement clinker. J. Hazard Mater. 2004;112:71–78. doi: 10.1016/j.jhazmat.2004.04.005. [DOI] [PubMed] [Google Scholar]
- 16.Sengupta P. Refractories for the cement industry. Springer International Publishing; 2020. [Google Scholar]
- 17.Faure A, et al. Beneficial reuse of dam fine sediments as clinker raw material. Constr. Build. Mater. 2019;218:365–384. doi: 10.1016/j.conbuildmat.2019.05.047. [DOI] [Google Scholar]
- 18.Da Y, He T, Shi C, Wang M, Feng Y. Studies on the formation and hydration of tricalcium silicate doped with CaF2 and TiO2. Constr. Build. Mater. 2021;266:121128. doi: 10.1016/j.conbuildmat.2020.121128. [DOI] [Google Scholar]
- 19.Ding Z, et al. First-principle insights of initial hydration behavior affected by copper impurity in alite phase based on static and molecular dynamics calculations. J. Clean. Prod. 2023;398:136478. doi: 10.1016/j.jclepro.2023.136478. [DOI] [Google Scholar]
- 20.Hökfors B, Eriksson M, Viggh E. Modelling the cement process and cement clinker quality. Adv. Cem. Res. 2014;26:311–318. doi: 10.1680/adcr.13.00050. [DOI] [Google Scholar]
- 21.Simoni M, et al. Producing cement clinker assemblages in the system: CaO-SiO2-Al2O3-SO3-CaCl2-MgO. Cem. Concr. Res. 2021;144:106418. doi: 10.1016/j.cemconres.2021.106418. [DOI] [Google Scholar]
- 22.Thompson D, Argent BB. Modelling trace and alkali mobilisation in the rotary cement kiln. Trans. Inst. Min. Metall., Sect. C: Miner. Process. Extr. Metall. 2007;116:115–122. doi: 10.1179/174328507X163805. [DOI] [Google Scholar]
- 23.Hökfors B, Boström D, Viggh E, Backman R. On the phase chemistry of Portland cement clinker. Adv. Cem. Res. 2015;27:50–60. doi: 10.1680/adcr.13.00071. [DOI] [Google Scholar]
- 24.Prasad K, Srishilan C, Shukla AK, Kaza M. Thermodynamic assessment and experimental validation of clinker formation from blast furnace slag through lime addition. Ceram. Int. 2018;44:19434–19441. doi: 10.1016/j.ceramint.2018.07.180. [DOI] [Google Scholar]
- 25.Hertel T, Van den Bulck A, Onisei S, Sivakumar PP, Pontikes Y. Boosting the use of bauxite residue (red mud) in cement-Production of an Fe-rich calciumsulfoaluminate-ferrite clinker and characterisation of the hydration. Cem. Concr. Res. 2021;145:106463. doi: 10.1016/j.cemconres.2021.106463. [DOI] [Google Scholar]
- 26.Tazuddin A, Aiyer H, Chatterjee A. Thermodynamic simulation in evaluating the role of minor oxides and mineralizers in Portland cement clinker phase formation. SN Appl. Sci. 2020;2:1737. doi: 10.1007/s42452-020-03548-7. [DOI] [Google Scholar]
- 27.Montoya DA, et al. Revisiting the iron-rich “ordinary Portland cement” towards valorisation of wastes: study of Fe-to-Al ratio on the clinker production and the hydration reaction. Mater. Struct. 2021;54:30. doi: 10.1617/s11527-020-01601-w. [DOI] [Google Scholar]
- 28.Guo X, Yuan S, Xu Y, Qian G. Effects of phosphorus and iron on the composition and property of Portland cement clinker utilized incinerated sewage sludge ash. Constr. Build. Mater. 2022;341:127754. doi: 10.1016/j.conbuildmat.2022.127754. [DOI] [Google Scholar]
- 29.Kleib J, Aouad G, Abriak NE, Benzerzour M. Production of Portland cement clinker from French municipal solid waste incineration bottom ash. Case Stud. Constr. Mater. 2021;15:e00629. doi: 10.1016/j.cscm.2021.e00629. [DOI] [Google Scholar]
- 30.Lin KL, Lo KW, Hung MJ, Cheng TW, Chang YM. Recycling of spent catalyst and waste sludge from industry to substitute raw materials in the preparation of Portland cement clinker. Sustain. Environ. Res. 2017;27:251–257. doi: 10.1016/j.serj.2017.05.001. [DOI] [Google Scholar]
- 31.Tang Y, Zhao L, Li B, Chen W. Controlling the soundness of Portland cement clinker synthesized with solid wastes based on phase transition of MgNiO2. Cem. Concr. Res. 2022;157:106832. doi: 10.1016/j.cemconres.2022.106832. [DOI] [Google Scholar]
- 32.Sriwong C, et al. Synthesis, microstructure, multifunctional properties of mayenite Ca12Al14O33 (C12A7) cement and graphene oxide (GO) composites. Sci. Rep. 2020;10:11077. doi: 10.1038/s41598-020-68073-4. [DOI] [PMC free article] [PubMed] [Google Scholar]
- 33.Amer AIH, et al. Maximize the use of municipal waste generated by the hydrogen peroxide industry in the production of high-quality refractory CAC. Sci. Rep. 2022;12:12817. doi: 10.1038/s41598-022-16891-z. [DOI] [PMC free article] [PubMed] [Google Scholar]
- 34.Gineika A, Siauciunas R, Baltakys K. Synthesis of wollastonite from AlF3-rich silica gel and its hardening in the CO2 atmosphere. Sci. Rep. 2019;9:18063. doi: 10.1038/s41598-019-54219-6. [DOI] [PMC free article] [PubMed] [Google Scholar]
- 35.Baltakys K, Dambrauskas T, Rubinaite D, Siauciunas R, Grineviciene A. Formation and hydration of eco-friendly cement using industrial wastes as raw materials. Sci. Rep. 2021;11:14742. doi: 10.1038/s41598-021-94148-x. [DOI] [PMC free article] [PubMed] [Google Scholar]
- 36.Abdul-Wahab SA, Al-Dhamri H, Ram G, Chatterjee VP. An overview of alternative raw materials used in cement and clinker manufacturing. Int. J. Sustain. Eng. 2021;14:743–760. doi: 10.1080/19397038.2020.1822949. [DOI] [Google Scholar]
- 37.Isteri V, et al. Ferritic calcium sulfoaluminate belite cement from metallurgical industry residues and phosphogypsum: Clinker production, scale-up, and microstructural characterisation. Cem. Concr. Res. 2022;154:106715. doi: 10.1016/j.cemconres.2022.106715. [DOI] [Google Scholar]
- 38.Peys A, et al. Sustainable iron-rich cements: Raw material sources and binder types. Cem. Concr. Res. 2022 doi: 10.1016/j.cemconres.2022.106834. [DOI] [Google Scholar]
- 39.Isteri V, et al. Production and properties of ferrite-rich CSAB cement from metallurgical industry residues. Sci. Total Environ. 2020;712:136208. doi: 10.1016/j.scitotenv.2019.136208. [DOI] [PubMed] [Google Scholar]
- 40.Kumar KS. Environmental impact assessment of a proposed bauxite mining using rapid impact assessment matrix method. Int. J. Appl. Environ. Sci. 2010;5:29–38. [Google Scholar]
- 41.Nguyen LP, et al. Production of high purity rare earth mixture from iron-rich spent fluid catalytic cracking (FCC) catalyst using acid leaching and two-step solvent extraction process. Korean Journal of Chemical Engineering. 2018;35:1195–1202. doi: 10.1007/s11814-018-0022-z. [DOI] [Google Scholar]
- 42.Da Y, et al. The effect of spent petroleum catalyst powders on the multiple properties in blended cement. Constr. Build. Mater. 2020;231:117203. doi: 10.1016/j.conbuildmat.2019.117203. [DOI] [Google Scholar]
- 43.Liu L, et al. Leaching behavior of vanadium from spent SCR catalyst and its immobilization in cement-based solidification/stabilization with sulfurizing agent. Fuel. 2019;243:406–412. doi: 10.1016/j.fuel.2019.01.160. [DOI] [Google Scholar]
- 44.de Oliveira JS, Maciel KRD, Dweck J, Andrade HMC, Gonçalves JP. Influence of milling of a reused FCC catalytic waste on the early hydration stages of a special class cement. J. Therm. Anal. Calorim. 2022;147:2923–2934. doi: 10.1007/s10973-021-10688-4. [DOI] [Google Scholar]
- 45.dos Santos KR, Silva JS, Gonçalves JP, Andrade HMC. Stabilization/solidification of toxic elements in cement pastes containing a spent FCC catalyst. Water Air Soil Pollut. 2021;232:48. doi: 10.1007/s11270-021-05015-4. [DOI] [Google Scholar]
- 46.Al-Dhamri H, Melghit K. Use of alumina spent catalyst and RFCC wastes from petroleum refinery to substitute bauxite in the preparation of Portland clinker. J. Hazard Mater. 2010;179:852–859. doi: 10.1016/j.jhazmat.2010.03.083. [DOI] [PubMed] [Google Scholar]
- 47.Matos SRC, et al. Synthesis and hydration of ye’elimite-containing cement (YCC) produced with spent fluid catalytic cracking catalyst. Constr. Build. Mater. 2022;359:129364. doi: 10.1016/j.conbuildmat.2022.129364. [DOI] [Google Scholar]
- 48.Alonso-Fariñas B, Rodríguez-Galán M, Arenas C, Torralvo FA, Leiva C. Sustainable management of spent fluid catalytic cracking catalyst from a circular economy approach. Waste Manag. 2020;110:10–19. doi: 10.1016/j.wasman.2020.04.046. [DOI] [PubMed] [Google Scholar]
- 49.Trochez JJ, Gutiérrez RM, Rivera J, Bernal SA. Synthesis of geopolymer from spent FCC: Effect of SiO2/Al2O3 and Na2O/SiO2 molar ratios. Mater. Constr. 2015;65:e046. doi: 10.3989/mc.2015.00814. [DOI] [Google Scholar]
- 50.Silva JS, et al. Alkali-activation of spent fluid cracking catalysts for CO2 capture. Microporous Mesoporous Mater. Microporous Mesoporous Mater. 2016;232:1–12. doi: 10.1016/j.micromeso.2016.06.005. [DOI] [Google Scholar]
- 51.Vargas F, et al. Solid-state synthesis of mullite from spent catalysts for manufacturing refractory brick coatings. Ceram. Int. 2018;44:3556–3562. doi: 10.1016/j.ceramint.2017.11.044. [DOI] [Google Scholar]
- 52.Restrepo E, Vargas F, López E, Baudín C. The potential of La-containing spent catalysts from fluid catalytic cracking as feedstock of mullite based refractories. J. Eur. Ceram. Soc. 2020;40:6162–6170. doi: 10.1016/j.jeurceramsoc.2020.04.051. [DOI] [Google Scholar]
- 53.Tran YT, Lee J, Kumar P, Kim KH, Lee SS. Natural zeolite and its application in concrete composite production. Compos. B Eng. 2019;165:354–364. doi: 10.1016/j.compositesb.2018.12.084. [DOI] [Google Scholar]
- 54.Ferella F, Innocenzi V, Maggiore F. Oil refining spent catalysts: A review of possible recycling technologies. Resour. Conserv. Recycl. 2016;108:10–20. doi: 10.1016/j.resconrec.2016.01.010. [DOI] [Google Scholar]
- 55.Du X, et al. Cation location and migration in lanthanum-exchanged NaY zeolite. Chin. J. Catal. 2013;34:1599–1607. doi: 10.1016/S1872-2067(11)60622-6. [DOI] [Google Scholar]
- 56.He Y, Lin H, Dong Y, Wang L. Preferable adsorption of phosphate using lanthanum-incorporated porous zeolite: Characteristics and mechanism. Appl. Surf. Sci. 2017;426:995–1004. doi: 10.1016/j.apsusc.2017.07.272. [DOI] [Google Scholar]
- 57.Su N, Fang HY, Chen ZH, Liu FS. Reuse of waste catalysts from petrochemical industries for cement substitution. Cem. Concr. Res. 2000;30:1773–1783. doi: 10.1016/S0008-8846(00)00401-4. [DOI] [Google Scholar]
- 58.Rodríguez ED, et al. Geopolymers based on spent catalyst residue from a fluid catalytic cracking (FCC) process. Fuel. 2013;109:493–502. doi: 10.1016/j.fuel.2013.02.053. [DOI] [Google Scholar]
- 59.Wang J, et al. Moisture adsorption and desorption properties of colloidal silicon dioxide and its impact on layer adhesion of a bilayer tablet formulation. J. Excip. Food Chem. 2014;5:21–31. [Google Scholar]
- 60.Bale CW, et al. Reprint of: FactSage thermochemical software and databases, 2010–2016. CALPHAD. 2016;55:1–19. doi: 10.1016/j.calphad.2016.07.004. [DOI] [Google Scholar]
- 61.Hertel T, van den Bulck A, Onisei S, Sivakumar PP, Pontikes Y. Boosting the use of bauxite residue (red mud) in cement - Production of an Fe-rich calciumsulfoaluminate-ferrite clinker and characterisation of the hydration. Cem. Concr. Res. 2021;145:106463. doi: 10.1016/j.cemconres.2021.106463. [DOI] [Google Scholar]
- 62.Zajac M, Skocek J, Lothenbach B, Mohsen BM. Late hydration kinetics: Indications from thermodynamic analysis of pore solution data. Cem. Concr. Res. 2020;129:105975. doi: 10.1016/j.cemconres.2020.105975. [DOI] [Google Scholar]
- 63.Taylor HFW. Cement chemistry. Thomas Telford; 1997. [Google Scholar]
- 64.Kurdowski W. Cement and concrete chemistry. Springer; 2014. [Google Scholar]
- 65.Midgley CM. The crystal structure of β dicalcium silicate. Acta Crystallogr. 1952;5:307–312. doi: 10.1107/S0365110X52000964. [DOI] [Google Scholar]
- 66.Gobbo L, Sant’Agostino L, Garcez L. C3A polymorphs related to industrial clinker alkalies content. Cem. Concr. Res. 2004;34:657–664. doi: 10.1016/j.cemconres.2003.10.020. [DOI] [Google Scholar]
- 67.Kirchheim AP, et al. Real-time high-resolution X-ray imaging and nuclear magnetic resonance study of the hydration of pure and Na-doped C3A in the presence of sulfates. Inorg. Chem. 2011;50:1203–1212. doi: 10.1021/ic101460z. [DOI] [PubMed] [Google Scholar]
- 68.Andrade Neto JS, et al. The role of sodium and sulfate sources on the rheology and hydration of C3A polymorphs. Cem. Concr. Res. 2022;151:106639. doi: 10.1016/j.cemconres.2021.106639. [DOI] [Google Scholar]
- 69.DIN. DIN 51730 Determination of fusibility of fuel ash (German). (Deutsches Institut für Normung, 2022).
- 70.Her S, Park J, Li P, Bae S. Feasibility study on utilization of pulverized eggshell waste as an alternative to limestone in raw materials for Portland cement clinker production. Constr. Build. Mater. 2022;324:126589. doi: 10.1016/j.conbuildmat.2022.126589. [DOI] [Google Scholar]
- 71.Lv C, Liu Z, Wang F, Hu S. Phase evolution and pulverization mechanism of self-pulverizing carbonatable clinkers. J. Am. Ceram. Soc. 2022 doi: 10.1111/jace.18793. [DOI] [Google Scholar]
- 72.Li J, Cheng G, Huang S, Lian P. Effect of ZnO on the whiteness of white Portland cement clinker. Cem. Concr. Res. 2021;143:106372. doi: 10.1016/j.cemconres.2021.106372. [DOI] [Google Scholar]
- 73.Velissariou D, et al. A combined study of the performance and hydration of a Class G oil-well cement derived from Greek raw materials. Constr. Build. Mater. 2019;197:63–71. doi: 10.1016/j.conbuildmat.2018.11.168. [DOI] [Google Scholar]
- 74.Morsli K, et al. Quantitative phase analysis of laboratory-active belite clinkers by synchrotron powder diffraction. J. Am. Ceram. Soc. 2007;90:3205–3212. doi: 10.1111/j.1551-2916.2007.01870.x. [DOI] [Google Scholar]
- 75.de La Torre ÁG, Morsli K, Zahir M, Aranda MAG. In situ synchrotron powder diffraction study of active belite clinkers. J. Appl. Crystallogr. 2007;40:999–1007. doi: 10.1107/S0021889807042379. [DOI] [Google Scholar]
- 76.Zhang W, et al. Influence of alumina modulus on formation of high-magnesium clinker and morphological evolution of MgO. Cem. Concr. Res. 2022;162:106986. doi: 10.1016/j.cemconres.2022.106986. [DOI] [Google Scholar]
- 77.Elakneswaran Y, et al. Characteristics of ferrite-rich Portland cement: Comparison with ordinary Portland cement. Front. Mater. 2019;6:97. doi: 10.3389/fmats.2019.00097. [DOI] [Google Scholar]
- 78.Simoni M, et al. Decarbonising the lime industry: State-of-the-art. Renew. Sustain. Energy Rev. 2022 doi: 10.1016/j.rser.2022.112765. [DOI] [Google Scholar]
- 79.Deng Q, et al. Mechanism of C4AF Content and heat-curing process on the abrasion resistance of high ferrite cement. J. Wuhan Univ. Technol., Mater. Sci. Edit. 2022;37:440–449. doi: 10.1007/s11595-022-2550-y. [DOI] [Google Scholar]
- 80.Zhang K, et al. Development of high-ferrite cement: Toward green cement production. J. Clean. Prod. 2021;327:129487. doi: 10.1016/j.jclepro.2021.129487. [DOI] [Google Scholar]
- 81.Lv X, Yang L, Wang F, Hu S, Li J. Hydration, microstructure characteristics, and mechanical properties of high-ferrite Portland cement in the presence of fly ash and phosphorus slag. Cem. Concr. Compos. 2023;136:104862. doi: 10.1016/j.cemconcomp.2022.104862. [DOI] [Google Scholar]
- 82.EN 197–1 - Cement. Composition, specifications and conformity criteria for common cements. (The European Committee of Standards (CEN), 2011).
- 83.ASTM. C150/C150M - Standard specification for Portland cement. (American Society for Testing and Materials, 2019). 10.1520/C0150_C0150M-19A.
- 84.Neto JDSA, Angeles G, Kirchheim AP. Effects of sulfates on the hydration of Portland cement–A review. Constr. Build. Mater. 2021;279:122428. doi: 10.1016/j.conbuildmat.2021.122428. [DOI] [Google Scholar]
- 85.Jung SS, Sohn I. Effect of FeO concentration on the crystallization of high-temperature CaO-Al2O3-MgO-FeO melts. J. Am. Ceram. Soc. 2013;96:1309–1316. doi: 10.1111/jace.12134. [DOI] [Google Scholar]
- 86.Jung SS, Sohn I. Crystallization behavior of the CaO-Al2O3-MgO system studied with a confocal laser scanning microscope. Metall. Mater. Trans. B: Process Metall. Mater. Process. Sci. 2012;43B:1530–1539. doi: 10.1007/s11663-012-9725-4. [DOI] [Google Scholar]
- 87.Kahlenberg V, et al. Structural studies on Ca3Al4MgO10 (C3A2M)—A ternary phase in the system CaO–Al2O3–MgO. J. Am. Ceram. Soc. 2019;102:2084–2093. doi: 10.1111/jace.16001. [DOI] [Google Scholar]
- 88.Zgambo TP, Griffin JG, Daugherty KE, Cohen MD. Calorimetry of the hydration of calcium aluminates with various glass contents. Thermochim. Acta. 1987;113:331–339. doi: 10.1016/0040-6031(87)88335-1. [DOI] [Google Scholar]
- 89.Kirchheim AP, Fernàndez-Altable V, Monteiro PJM, Dal Molin DCC, Casanova I. Analysis of cubic and orthorhombic C3A hydration in presence of gypsum and lime. J. Mater. Sci. 2009;44:2038–2045. doi: 10.1007/s10853-009-3292-3. [DOI] [PMC free article] [PubMed] [Google Scholar]
- 90.Yu HY, Pan XL, Tian YP, Tu GF. Mineral transition and formation mechanism of calcium aluminate compounds in CaO-Al2O3-Na2O system during high-temperature sintering. Int. J. Minerals, Metall. Mater. 2020;27:924–932. doi: 10.1007/s12613-019-1951-1. [DOI] [Google Scholar]
- 91.Lusquiños F, et al. Production of calcium phosphate coatings on Ti6Al4V obtained by Nd:Yttrium-aluminum-garnet laser cladding. J. Appl. Phys. 2001;90:4231–4236. doi: 10.1063/1.1402975. [DOI] [Google Scholar]
- 92.Le Saout G, Idir R, Roux JC. Characterisation of Perovskites in a calcium sulfo aluminate cement. In: Glagolev S, editor. 14th International Congress for Applied Mineralogy (ICAM2019) Springer Proceedings in Earth and Environmental Sciences; 2019. pp. 339–343. [Google Scholar]
- 93.Sharygin VV, Sokol EV, Vapnik Y. Minerals of the pseudobinary perovskite-brownmillerite series from combustion metamorphic larnite rocks of the Hatrurim Formation (Israel) Russian Geol. Geophys. 2008;49:709–726. doi: 10.1016/j.rgg.2008.03.001. [DOI] [Google Scholar]
- 94.Gloter A, Ingrin J, Bouchet D, Scrivener K, Colliex C. TEM evidence of perovskite-brownmillerite coexistence in the Ca(AlxFe1-x)O2.5 system with minor amounts of titanium and silicon. Phys. Chem. Miner. 2000;27:504–513. doi: 10.1007/s002690000094. [DOI] [Google Scholar]
- 95.Gineys N, Aouad G, Sorrentino F, Damidot D. Incorporation of trace elements in Portland cement clinker: Thresholds limits for Cu, Ni, Sn or Zn. Cem. Concr. Res. 2011;41:1177–1184. doi: 10.1016/j.cemconres.2011.07.006. [DOI] [Google Scholar]
- 96.Ract PG, Espinosa DCR, Tenório JAS. Determination of Cu and Ni incorporation ratios in Portland cement clinker. Waste Manag. 2003;23:281–285. doi: 10.1016/S0956-053X(02)00061-2. [DOI] [PubMed] [Google Scholar]
- 97.Harada T, Tanaka H, Yamashita M. Influences of lanthanum oxide in clinker on the properties of cement. Cem. Sci. Concr. Technol. 2013;67:144–150. doi: 10.14250/cement.67.144. [DOI] [Google Scholar]
- 98.Sinyoung S, Kajitvichyanukul P. Influence of vanadium on cement properties and leaching analysis. Adv. Mat. Res. 2015;1103:113–119. doi: 10.4028/www.scientific.net/AMR.1103.113. [DOI] [Google Scholar]
- 99.Muhammed, M. A., Amir, A. A.-H. A. & Shukur, F. A. Corrosion mechanism of refractory bricks lining the cement kiln. Iraqi J. Mech. Mater. Eng.9, (2009).
- 100.Hu Y, et al. The composition and performance of alite-ye’elimite clinker produced at 1300°C. Cem. Concr. Res. 2018;107:41–48. doi: 10.1016/j.cemconres.2018.02.009. [DOI] [Google Scholar]
- 101.Dahl LA. New study on reactions in burning cement raw materials. Portland Cement Association; 1956. [Google Scholar]
- 102.Hou G, et al. Composition design and pilot study of an advanced energy-saving and low-carbon rankinite clinker. Cem. Concr. Res. 2020;127:105926. doi: 10.1016/j.cemconres.2019.105926. [DOI] [Google Scholar]
- 103.Dubina E, Wadsö L, Plank J. A sorption balance study of water vapour sorption on anhydrous cement minerals and cement constituents. Cem. Concr. Res. 2011;41:1196–1204. doi: 10.1016/j.cemconres.2011.07.009. [DOI] [Google Scholar]
- 104.Beckhoff B, Kanngießer B, Langhoff N, Wedell R, Wolff H. Handbook of practical X-ray fluorescence analysis. Springer; 2006. [Google Scholar]
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Data Availability Statement
The data associated with this paper are openly available from the University of Leeds Data Repository, at https://doi.org/10.5518/1394.