ORIGINAL RESEARCH article

Front. Mater., 24 November 2022

Sec. Energy Materials

Volume 9 - 2022 | https://doi.org/10.3389/fmats.2022.995122

Growth mechanism of carbonated tricalcium silicate (C3S) under the high concentration of CO2: A novel research for CCUS wells

  • JL

    Jihong Lian 1

  • ZW

    Zhiqiang Wu 2

  • YL

    Yu Lei 3

  • QG

    Qiang Gao 4,5

  • KM

    Kaiyuan Mei 4,5

  • JC

    Jingxuan Cai 4,5

  • XC

    Xiaowei Cheng 4,5*

  • 1. CNOOC International Limited, Beijing, China

  • 2. CNOOC Research Institute Co. Ltd., Beijing, China

  • 3. China National Petroleum Corporation Southwest Oil and Gas Field Branch Exploration Division, Chengdu, China

  • 4. School of New Energy and Materials, Southwest Petroleum University, Chengdu, China

  • 5. State Key Laboratory of Oil & Gas Reservoir Geology and Exploitation, Southwest Petroleum University, Chengdu, China

Abstract

Under the engineering background of the carbon dioxide capture and geological storage technology (CCUS) cementing project, an experiment on the generation of cement single-phase tricalcium silicate CO2 carbonization products were carried out. Combining the phase diffraction pattern data and the thermogravimetric experiment, a relative crystallinity algorithm is proposed, which combines the quantitative results of the carbonized products with the relative crystallinity (RCP) results of each component. The growth and development mechanism of tricalcium silicate carbide crystal products under high temperature, high pressure and high concentration CO2 environment is deduced. The experimental results show that under the conditions of early gas phase carbonization, the carbonization rate of C3S first increases and then decreases as the carbonized crystal product grows. Under the conditions of early liquid phase carbonization, the carbonization rate of C3S first decreases and then increases with the generation and fragmentation of the hydration barrier layer. It provides a research basis and a new perspective for the subsequent analysis of the changes in the microstructure of the cement paste in the carbonization process under the CCUS engineering background.

1 Introduction

The continuous consumption of fossil energy has led to a continuous increase in man-made CO2 emissions. The International Energy Agency (IEA) predicts that by 2035, global CO2 emissions will reach 35.4 billion tons (). In the past 10 years, in order to effectively alleviate greenhouse gas emissions, carbon dioxide capture and geological storage technology has become the main way to reduce CO2 emissions and the greenhouse effect, and has received more and more attention (; ; ). Portland cement is usually used in CCUS cementing projects (; ; ). Cementing involves injecting cement slurry into the annulus between the casing and the formation, or between successive casings, and waiting for it to solidify to form cement paste to shield and seal the formation fluid. However, the cement-based materials in the well need to withstand the harsh service conditions of high temperature, high pressure, and high CO2 concentration. Under such harsh conditions, cement-based materials will be in a process of accelerating carbonation. The formation of carbonized products and the growth and dissolution of crystals will cause changes in the pore structure of the cement matrix, and ultimately lead to cement performance failure (; ). This will extremely seriously affect the integrity and safety of the long-term seal of the carbon dioxide storage technology. Therefore, it is necessary to conduct in-depth research on the carbonization mechanism of cement in the strongly acidic downhole environment to accurately predict the carbonization failure process of cement and provide a basis for the research and development of acid-resistant cement.

Portland cement mainly contains four single-phases: tricalcium silicate (C3S), dicalcium silicate (C2S), tricalcium aluminate (C3A), and tetracalcium aluminoferrite (C4AF) (; ; ). According to the American Petroleum Institute (API) standard, it can be known that C3S is the main mineral component (50%–80%) in common oil well cement (G-class/H-class) (). In addition, the hydration and carbonization reaction of C3S determines the development of the microstructure and structural strength of the cement paste (; ). Therefore, to accurately predict the carbonization failure process of cement paste, it can be start with the single-phase tricalcium silicate, which has the greatest impact on the strength development of Portland cement (). In the current research on the carbide carbonization process of tricalcium silicate, through conventional qualitative analysis (transmission electron microscope combined energy spectrometer (TEM-EDS), X-ray diffraction (XRD) and 29Si magic angle rotating nuclear magnetic resonance (29Si MAS) -NMR). It has been proved that the product of fully carbonated C3S is amorphous silicon dioxide (SiO2) and calcite crystals and there will be no other polymorphic calcium carbonate (CaCO3) (). In addition, a variety of technical methods (Rietveld refinement, thermogravimetric analysis, Fourier transform infrared spectroscopy, field emission scanning electron microscope and micro-Raman spectroscopy) have been used to study the growth process of calcite crystals produced after tricalcium silicate carbonization from the aspects of crystallite size, particle size, chemical bonds and thermodynamic stability (; ). Through these qualitative analyses, it can be known that the growth of calcite crystals formed by the carbonization of tricalcium silicate has a great influence on the strength of cement.

These existing studies focus on the qualitative analysis of the carbonization products of tricalcium silicate and the effect of the microstructure after complete carbonization on the changes in the macroscopic mechanical strength properties. However, the crystal growth of the carbonized product during the carbonization process of tricalcium silicate in a high-concentration CO2 environment will seriously affect the development of its internal microstructure and macro-mechanical strength of cement. Due to insufficient research on the crystallization laws of single-phase cement crystal products after CO2 carbonization, there is insufficient understanding of the changes in the microstructure of cement after CO2 carbonization. There are few studies on the orientation of the cement crystal phase after CO2 carbonization, or the crystallization and crystal transformation laws in the long-term carbonization process, and there is no quantitative or semi-quantitative method to describe the growth process of carbonized crystalline products. In this paper, according to the crystal change law of single-phase cement during CO2 carbonization, the C3S hydration products and carbonization products were analyzed by X-ray diffraction (XRD) analysis, and the relative crystallinity was introduced according to the experimental results for semi-quantitative analysis. The changes of amorphous products during the hydration and carbonization of C3S were investigated by thermogravimetric (TG/DTG) analysis, and the relative crystallinity change law of C3S single-phase cement CO2 carbonization crystal products was studied. It is expected to provide new ideas and research basis for the study of microstructure changes caused by crystal changes.

2 Materials and methods

2.1 Materials

C3S single-phase cement powder was provided by Mineral Research Processing (M.R. PRO, France).

2.2 Experiment methods

The water-cement ratio provided by the API standard is 0.38–0.44. The effect of the water-cement ratio on cement particle hydration was mainly reflected in the cement particle spacing and in the final degree of hydration reaction, owing to the rapid hydration of the single phase, in order to ensure that the sample has a certain fluidity for moulding, a water-cement ratio of 0.6 was selected to prepare single-phase cement samples with different carbonization time intervals at 90°C ().

In general oil and gas well conditions, the corrosive medium CO2 usually exists in two states: one is in the form of a solute dissolved in formation water, and the other is in the form of supercritical gaseous CO2 in a humid environment. To study the influence of these two different water-humidity environments on the carbonation process of the samples, the prepared samples were placed in a high-temperature and high-pressure carbonation reactor, as shown in Figure 1. The upper sample is in a gas-phase environment as a dry gas carbonization environment, and the lower sample is in a liquid phase environment as an acid solution environment. CO2 gas with high pressure of 5.0 MPa (3.0 MPa for air and 8.0 MPa for total pressure) was injected to ensure saturation conditions, thereby simulating the underground environment ().

FIGURE 1

During the experiment, load the prepared single-phase cement slurry into the kettle body, the assembled kettle body was immersed in a constant-temperature water-bath curing box to maintain the experimental temperature of the sample. The single-ore cement carbonization curing environment, temperature, and age are listed in Table 1. The selection of experimental temperature conditions is based on the formation depth-temperature relationship to simulate the temperature conditions under common well depth environments.

TABLE 1

Corrosive environmentExperiment temperature (°C)The reaction time (days)Samples
Gas phase901, 3, 7, 14, 28GA-1, GA-3, GA-7, GA-14, GA-28
Liquid phaseLA-1, LA-3, LA-7, LA-14, LA-28

Experimental conditions of the sample.

2.3 Characterization

To evaluate the carbonization products of the CO

2

carbonized samples in the early stage of the experiment and the microstructure changes after carbonization, the reaction of the samples was stopped by soaking them in isopropanol. The immersion time of the carbonized sample was defined as from the completion of the carbonization corrosion experiment to immediately before the inspection, and the following tests were carried out:

  • 1) Grind all CO2 carbonized samples (hand-grind with a grinder), and then use an X-ray diffractometer for phase analysis. The equipment model is DXJ-2000, and the place of production is China’s Fangyuan Instrument Co., Ltd. When the equipment is performing phase analysis, the current is 20 mA and the voltage is 30 kV. The sample passes in 2θ at a rate of 0.04°/s in the range of 5°–70°.

  • 2) A Thermogravimetric analysis (DTG) (TGA/SDTA851e, Mettler Toledo, Switzerland, TA Q20) was carried out to quantitatively investigate the carbonation products over a temperature range of 40°C–1,000°C at a heating rate of 10°C/min. Additionally, the powder samples were tested using nitrogen gas as the working gas.

3 Results and discussion

3.1 Material property

The X-ray diffraction (XRD) peaks of these experiments with the standard powder diffraction pattern (PDF# 49-0442) are consistent with Figure 2. The particle size distribution of the powder was measured using a laser particle size analyser (Mastersizer 2000; Malvern Panalytical, United Kingdom), and its main physical properties are shown in Figure 3. The particle size was mainly concentrated in the range of 1–100 μm, the specific surface area was 1.09 m2/g, and the median size was 6.365 μm.

FIGURE 2

FIGURE 3

3.2 Phase analysis

For the XRD diffractograms shown in Figure 4, carbonation C3S samples (GA-1, 3, 7, 14, 28 and LA-1, 3, 7, 14, 28) with different curing times under liquid and gas phase carbonization conditions (CH: #44-1,481 and Calcite: #47-1743). It can be seen from the figure that calcite CaCO3 (abbreviated as C ) is the main carbonization product of tricalcium silicate, and the hydrated product of tricalcium silicate, calcium hydroxide (abbreviated as CH), gradually decreases and disappears with the extension of the carbonization curing time.

FIGURE 4

The amorphous gel phase calcium silicate hydrate (abbreviated as C-S-H) is one of the products of cement hydration process, but the XRD test cannot effectively characterize the amorphous gel phase. Therefore, it is necessary to combine the decomposition temperature of the phase at different temperatures to characterize the phase, where 400°C–500°C is the decomposition interval of the hydration product CH, and 600°C–900°C is the decomposition interval of the CO2 carbonization product (). The decomposition temperature range and decomposition stage of single-phase C3S cement hydration and carbonization products are shown in Table 2.

TABLE 2

ConstituentAbbreviationDecomposition temperature (°C)Decomposition products
Ca5Si6O16(OH)·4H2OC-S-H110–180H2O
Ca(OH)2CH400–500H2O
CaCO3C 600–900CO2

Decomposition temperature range and decomposition phases in C3S carbonization samples of single-phase cement.

The quality loss in the range of 120°C and 460°C are produced by the decomposition of C-S-H and CH, respectively. At the same time, the CH produced by C3S hydration is consumed in large quantities due to the carbonization reaction, and a large amount of CaCO3 is produced. The quality loss in the range of 750°C is produced by C decomposition (). Through synergistic analysis with the thermogravimetric Figure 5 TG characterisation results, compared with the XRD calibration sample, it can be seen that the carbonization products of C3S are all calcite calcium carbonate.

FIGURE 5

3.3 Relative crystallinity analysis

The main product after full hydration reaction of tricalcium silicate is composed of gel phase C-S-H and CH phase with different crystallinity (). These hydration products are carbonized under the conditions of high concentration of carbon dioxide. The carbonized crystal products produced by the carbonization reaction will have a significant impact on the structure of the tricalcium silicate single-phase cement slurry. Therefore, studying the dependence of crystalline hydration products on carbonized crystalline products can enable people to understand the properties of cement paste structure carbonization corrosion damage. After long-term carbonization, the hydration products of cement continue to decrease, and the carbonization products continue to increase. In order to explore the changes in the crystallization law of the product crystals during the CO2 carbonization process, the relative crystallinity can be introduced to conduct a semi-quantitative analysis of the development process of the carbonized crystallization products, so as to compare the crystal phases in the C3S carbonization reaction products of cement single phase and determine the law.

By measuring the cumulative diffraction intensity of the crystalline phases, a semi-quantitative analysis of the crystallinity changes of the phases was carried out, and the law of changes in the crystal structure was obtained (; ). The crystallization process of tricalcium silicate carbonized products is related to the carbonization environment temperature and carbonization age. With regard to the phase growth process of the crystalline product, there is no perfect crystal owing to the influence of the external environment. Therefore, the crystallinity mentioned in this article is all relative crystallinity (; ; ; ), where the relative crystallinity is related to the crystallinity of the reference phase taken. The crystallinity of the phase is represented by the main diffraction peak area, I, corresponding to the object in the diffraction test result. The relative crystallinity of a single crystalline phase relative to all crystalline phases in the sample (RCS) and relative crystallinity of the phase (RCP) of a single carbonized crystalline phase under certain curing conditions were used to understand the crystal change process of carbonization products in a single cement phase. The calculation process of the RCS and RCP of the crystalline phase is shown in Eqs 1–4.

In-phase is the peak area of the n-phase diffraction peak corresponding to a certain phase; ISUM-phase is the sum of the integrated areas of the three strongest peaks in the diffraction peak of a certain phase, and ISUM is the sum of the integrated area of the diffraction peaks of the crystal phase in a certain sample. RCP = 100% indicates the maximum integral area of the diffraction peak of hydration or carbonization products during the carbonization age. This suggests that the crystal structure of the crystalline phase in the sample is relatively complete. Jade software (version 6.0) was used to subtract the background peaks of the amorphous phase in the test results, fit each peak of the main crystalline product to obtain the three characteristic peaks with the strongest phase intensity, and calculate the integral area. The RCS and RCP values of the crystalline phase were calculated using Eqs 1–4, and the specific sample analysis results are as follows.

3.3.1 Analysis of relative crystallinity change under gas phase carbonization

The phases of C3S after gas-phase carbonization at 90°C are shown in Figure 4A. The main hydration and carbonization phases were CH and C ; and the intensity of the diffraction peaks changed continuously with the increase in carbonization age. For CH, which is the phase consumed in the carbonization process, its diffraction peaks disappeared after 14 days; the increasing peak of C indicates that the amount of crystals and relative crystallinity also increased. The specific results are shown in Figure 6. The RCP of CH was highest after 1 day of reacting, then continuously decreased to only 5.34% at 14 days, disappearing at 28 days. The RCP for the corresponding carbonization product C increased continuously from 23.89% at 1 day, reaching a maximum at 28 days. The RCS changes in C3S were consistent with the RCP results. The RCS ratio of C continuously increased, reaching its highest value at 28 days, and the RCS of CH was almost reduced to zero at 14 days and was completely consumed. Clearly, the crystals formed by the hydration product CH continued to decrease in the sample, indicating that although the carbonization reaction did not completely consume the hydration product, the carbonization product formed crystals. The crystalline phase change in C3S is mainly due to the change from CH to C . Since the main carbonization product C is a high-strength phase, it also has greater brittleness (; ). The formation of brittle phase will adversely affect the mechanical properties of cement.

FIGURE 6

Because both the CO2 carbonization and hydration processes react with Ca2+ to produce the corresponding products, the sum of the C and CH products represents the degree of C3S hydration and C3S carbonization reaction. CO2 carbonization product quantitative test DTG curve and content of each component of vapour phase carbonization samples are shown in Figure 7 (thermogravimetric analysis). As the carbonization age increased, the quantity of carbonization products continued to increase, to 59.19% at 28 days. The hydration products had been decreasing since the start of carbonization, and 4.03% remained at 28 days; at the same time, according to the image, under this carbonization condition, the carbonization rate was high at first and then decreased. In addition, when the carbonization age was 1 day, the sample already contained 33.93% carbonization products, indicating that the hydration process was affected by CO2 carbonization. The quantitative analysis results of the carbonization products are consistent with the above RCS analysis results.

FIGURE 7

3.3.2 Analysis of relative crystallinity change under liquid phase carbonization

Figure 4B shows the XRD test results of the liquid-phase carbonized sample and the RCP and RCS results of the crystalline product. The phases contained in the C3S liquid-phase carbonization sample at 90°C are mainly CH and C . It can also be seen from Figure 4B that the diffraction peak of CH disappeared in 14 days, which indicates that the CH crystals in the sample at this time were lower than the minimum XRD detection amount. The intensity of the diffraction peak corresponding to the carbonization product C increased with the carbonization age. From the change rule of RCP in Figure 8A, the RCP of CH continued to decrease from 1 to 7 days, and 76.92% remained at 7 days, but CH disappeared at 14 days. The corresponding product C changed little at 1–3 days, then continued to increase, and the RCP reached a maximum at 28 days. As shown in Figure 8B, the RCS of the CH and C crystals in the sample remained unchanged after 1–3 days. Subsequently, CH was greatly consumed by the corrosive medium CO2. At 7 days, the RCS of CH in the sample was only 21.51%, and the experiment after 14 days of carbonization did not contain the crystalline CH phase. The TG results also show that the amount of CH in the samples with a carbonization age of 14 days is already very small and can be ignored.

FIGURE 8

Combining the results of thermogravimetric analysis to verify the carbonization law shown by the relative crystallinity is shown in Figure 9. The hydration product CH was at a maximum of 15.41% at 1 day, and then continued to decrease to only 3.69% at 28 days, so the decomposition peak of CH on the DTG curve disappeared. For C , the increase was slower at 1–7 days, from 13.70% to 35.47%, and it increased rapidly at 14–28 days, which was much greater than the consumption of CH, and its content was 59.44% at 28 days. From Sum-Ca (Calcium-containing phases participating in the reaction), 39.60% at 14 days is far less than 63.13% at 28 days, so the C3S reaction at 14 days was not complete. This shows that because of carbonization, the hydration process of C3S is greatly affected, and the consumption rate of hydration products is slower than the rate of the carbonization reaction. The quantitative analysis results of the carbonization products are consistent with the above RCS analysis results of liquid carbonization.

FIGURE 9

3.4 Analysis of carbonization product crystal change process

The foregoing is the law of influence on the crystal products formed in the CO2 carbonization reaction of C3S mono-ore cement under different corrosive environments, including CH generated by the hydration reaction. Among the carbonization products, C was the main crystalline phase. Crystallisation and crystal changes have a greater impact on the internal structure. On the one hand, because the RCS of the crystalline phase is based on the relative crystallisation between the phases in the sample, the explanation of the change in the crystalline phase with time is weak; on the other hand, the RCP of the crystalline phase is based on the carbonization age. The phase with the highest crystallinity was used as a reference, and the relative crystallinity of the crystal phase changed with time. Therefore, the RCP of the main carbonization product, C , is used to discuss its crystallisation law.

The main crystalline phase of C3S formed by CO2 carbonization is C , and no other crystal-type carbonization products are formed. As shown in Figure 10 in a gas-phase CO2 carbonization environment, the initial RCP value of C is low at 1–3 days. At 7–14 days, the carbonization product crystallisation speed increases, and then during carbonization at 14–28 days the crystallisation rate of the product slows down. Combined with previous studies (; ; ; ; ), This is because in the early stage of gas phase carbonization, there is a mass space between the C3S particles and no binding phase is formed, and the moist CO2 gas can penetrate into the sample unimpededly and the gas permeation rate is fast. In the later stage of gas-phase carbonization, with the formation of carbonized crystalline products, the void ratio of the C3S single ore sample decreases, which reduces the chance of contact between C3S and CO2.

FIGURE 10

In the liquid phase CO2 carbonization environment, the RCP value of the carbonization products decreased from 1 to 3 days, then the liquid phase carbonization reaction speed continued to increase. Combined with the quantitative results, the hydration products at this stage increased, indicating that delayed hydration destroys the integrity of the carbonization product crystals, resulting in a decrease in the RCP. According to previous studies (), this is due to the faster hydration of C3S in the liquid phase environment, and more CH phase and C-S-H are formed at the beginning of the carbonization reaction. In the subsequent reaction, the presence of a large amount of free Ca2+ during the hydration process is conducive to the reaction with CO32−. It can still form a stable carbonization product even in an environment with a higher concentration of CO2, and there are only C crystals in C3S. After the carbonization product crystals nucleate, they continue to grow as the carbonization medium continues to diffuse and react. When CH is carbonated, the volume will increase by about 11.23% (), which will severely expand the cracks along with the carbonation reaction. The crack will continue to expand until the crystal breaks. This led to the acceleration of the later liquid phase carbonization.

For C-S-H, although the gel phase does not have a fixed molecular formula, many studies (; ; ) have shown that as C-S-H is corroded by CO2, when the amount of C-S-H is small, the volume of C-S-H will increase, and the volume effect of C-S-H accounts for 70% of the total volume change. When the amount of C-S-H is large, the volume of C-S-H decreases after carbonization, resulting in sample shrinkage. Combined with the previous quantitative analysis of the reaction products, the amount of C-S-H is relatively low; when it is corroded by CO2, it is mainly due to volume expansion, and a hydration barrier layer (the reduction of porosity and the dense growth of CHS under the early liquid phase environment carbonization) is formed on the surface of the cement paste to slow down the carbonization process. Numerous studies (; ; ; ) have shown that the change in pore structure affects the penetration process of the CO2 corrosive medium to a certain extent, thus delaying the carbonization process. Therefore, the RCP value of vapour-phase carbonization at 14 days is much larger than that of liquid-phase carbonization. In summary, the entire CO2 cement single-ore carbonization process () is shown in the model in Figure 11.

FIGURE 11

4 Conclusion

In this study, XRD and relative crystallinity algorithms were used to analyse and study the relative crystallinity change law of C

3

S single-phase cement during CO

2

carbonization. The main conclusions are as follows.

  • 1) Compared with gas phase carbonization, the formation rate of liquid phase carbonization crystallization products is slower. The increase of carbonization time will accelerate the formation of crystallization products. For subsequent cement failure, the liquid phase environment is more dangerous.

  • 2) Under the assumption that all carbonization products are crystals, the quantitative results of the carbonization products and the relative crystallinity (RCS) results of the components are combined to deduce the crystal change process of the carbonization products during the CO2 carbonization process. Supported by previous research results, this semi-analytical method is feasible and more intuitive. In the CCUS well condition, the carbonization products of cement will dissolve in the later stage, and the development trend of the later carbonization products can be predicted by the calculation results of the relative crystallinity.

  • 3) The method of calculating relative crystallinity combined with thermogravimetric analysis can realize semi-quantitative analysis of the pre-development process of carbonized product crystals in the process of tricalcium silicate carbonization. The effect of this analysis method is intuitive, it provides a good analysis method to explore the evolution process of the crystal growth of carbonized corrosion products.

The above results provide a research basis for analysing the microstructural changes in cement paste caused by CO2 carbonization and provides a new analysis perspective of XRD combined with relative crystallinity algorithm for carbonization research.

Statements

Data availability statement

The raw data supporting the conclusion of this article will be made available by the authors, without undue reservation.

Author contributions

JL: Conceptualization, investigation, writing-original draft, data curation ZW: Validation, resources, writing—review & editing, supervision. YL: Validation, formal analysis, investigation, data curation QG: Formal analysis, project administration KM: Formal analysis, project administration XC: Resources, funding acquisition JC: Methodology, conceptualization.

Funding

This study was financially supported by 111 Project, No. D18016. The Sichuan Science and Technology Program (2021YFQ0045 and 2021YFSY0056) and the Cnooc’s preliminary project: Feasibility study of Wenchang 9-7 oilfield (2021PFS-05).

Acknowledgments

The authors appreciate the support of the Sichuan Science and Technology Program (2021YFQ0045 and 2021YFSY0056) and the Cnooc’s preliminary project: Feasibility study of Wenchang 9-7 oilfield (2021PFS-05). The authors would also like to thank the Advanced Cementing Materials Research Center of SWPU for their kind assistance with the experiments.

Conflict of interest

JL was empolyed by the CNOOC International Limited, ZW was empolyed by CNOOC Research Institute Co. Ltd., and YL was empolyed by the China National Petroleum Corporation Southwest Oil and Gas Field Branch Exploration Division.

The remaining authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

Publisher’s note

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.

References

  • 1

    BachuS. (2008). CO2 storage in geological media: Role, means, status and barriers to deployment. Prog. Energy Combust. Sci.34 (2), 254–273. No.10.1016/j.pecs.2007.10.001

  • 2

    BrandãoN. B. A.RoehlD. A. B.de Andrade SilvaF. B.Rosas E SilvaR. B. (2017). The impact of cement slurry aging creep on the construction process of oil wells. J. Pet. Sci. Eng.157, 422–429. 10.1016/j.petrol.2017.07.051

  • 3

    CapronB.GirouA.HumbertL.Puech-CostesE. (1987). Experimental dissolution of natural calcite. II. A matrix optimized for study of the relative influence of carbon dioxide pressure, salinity, lithostatic pressure, granulometry, crystallinity, and flow rate. Bull. Soc. Chim. Fr.

  • 4

    ChangY.LeeJ.YoonH. (2012). Alternative projection of the world energy consumption-in comparison with the 2010 international energy outlook. Energy Policy50, 154–160. 10.1016/j.enpol.2012.07.059

  • 5

    CheshireM. C.StackA. G.CareyJ. W.AnovitzL. M.PriskT. R.IlavskyJ. (2017). Wellbore cement porosity evolution in response to mineral alteration during CO2 flooding. Environ. Sci. Technol.51 (1), 692–698. No.10.1021/acs.est.6b03290

  • 6

    CuestaA.Zea-GarciaJ. D.Londono-ZuluagaD.De la TorreA. G.SantacruzI.VallcorbaO.et al (2018). Multiscale understanding of tricalcium silicate hydration reactions. Sci. Rep.8 (1), 8544. 10.1038/s41598-018-26943-y

  • 7

    DaiY.ZouH.ZhuH.ZhouX.SongY.ShiZ. S.et al (2017). Controlled synthesis of calcite/vaterite/aragonite and their applications as red phosphors doped with Eu3+ ions. CRYSTENGCOMM19 (20), 2758–2767. No.10.1039/c7ce00375g

  • 8

    DaiY.ZouH.ZhuH.ZhouX.SongY.ZhengK.et al (2018). Facile surfactant- and template-free synthesis and luminescence properties of needle-like calcite CaCO3:Eu3+ phosphors. CRYSTENGCOMM20 (4), 496–504. No.10.1039/c7ce01554b

  • 9

    DerW. (2014). Calcite growth: Rate dependence on saturation, on ratios of dissolved calcium and (bi)carbonate and on their complexes(Article). J. Cryst. GROWTH394, 137–144.

  • 10

    DongS.BerelsonW. M.RollinsN. E.SubhasA. V.NaviauxJ. D.CelestianA. J.et al (2019). Aragonite dissolution kinetics and calcite/aragonite ratios in sinking and suspended particles in the North Pacific. Earth Planet. Sci. Lett.515, 1–12. 10.1016/j.epsl.2019.03.016

  • 11

    DuguidA. (2009). An estimate of the time to degrade the cement sheath in a well exposed to carbonated brine. Energy Procedia1 (1), 3181–3188. No.10.1016/j.egypro.2009.02.101

  • 12

    FabbriA.JacquemetN.SeyediD. M. (2012). A chemo-poromechanical model of oilwell cement carbonation under CO 2 geological storage conditions(Article). Cem. Concr. Res.42 (1), 8–19. No.10.1016/j.cemconres.2011.07.002

  • 13

    GleickP. H.AdamsR. M.AmasinoR. M.AndErsE.AndersonD. J.AndersonW. W.et al (2010). Climate change and the integrity of science. SCIENCE2010 (5980), 689–690. No10.1126/science.328.5979.689

  • 14

    Gomez-VillalbaL. S.Lopez-ArceP.Alvarez De BuergoM.FortR. (2012). Atomic defects and their relationship to aragonite–calcite transformation in portlandite nanocrystal carbonation. Cryst. Growth Des.12 (10), 4844–4852. No.10.1021/cg300628m

  • 15

    GoodbrakeC. J.YoungJ. F.BergerR. L. (1979). Reaction of hydraulic calcium silicates with carbon dioxide and water. J. Am. Ceram. Soc.62 (9-10), 488–491. No.. 10.1111/j.1151-2916.1979.tb19112.x

  • 16

    GrovesG. W.BroughA.RichardsonI. G.DobsonC. M. (1991). Progressive changes in the structure of hardened C3S cement pastes due to carbonation. J. Am. Ceram. Soc.74 (11), 2891–2896. No.10.1111/j.1151-2916.1991.tb06859.x

  • 17

    JiangJ.ZhengQ.HouD.YanY.ChenH.SheW.et al (2018). Calcite crystallization in the cement system: Morphological diversity, growth mechanism and shape evolution. Phys. Chem. Chem. Phys.20 (20), 14174–14181. No.10.1039/c8cp01979g

  • 18

    JimohO. A.AriffinK. S.HussinH. B.TemitopeA. E. (2018). Synthesis of precipitated calcium carbonate: A review. Carbonates Evaporites33 (2), 331–346. No.10.1007/s13146-017-0341-x

  • 19

    KjellsenK. O.JustnesH. (2004). Revisiting the microstructure of hydrated tricalcium silicate––a comparison to Portland cement. Cem. Concr. Compos.26 (8), 947–956. No.10.1016/j.cemconcomp.2004.02.030

  • 20

    KlimaviciusV.HilbigH.GutmannT.BuntkowskyG. (2021). Direct observation of carbonate formation in partly hydrated tricalcium silicate by dynamic nuclear polarization enhanced NMR spectroscopy. J. Phys. Chem. C125 (13), 7321–7328. No.10.1021/acs.jpcc.0c10382

  • 21

    KontoyannisC. G.VagenasN. V. (2000). Calcium carbonate phase analysis using XRD and FT-Raman spectroscopy. Analyst125 (2), 251–255. No.10.1039/a908609i

  • 22

    KutchkoB. G.StrazisarB. R.DzombakD. A.LowryG. V.ThaulowN. (2008). Degradation of well cement by CO2 under geologic sequestration conditions. Environ. Sci. Technol.41 (13), 4787–4792. No.10.1021/es062828c

  • 23

    LeeM.HodsonM.LangworthyG. (2008). Crystallization of calcite from amorphous calcium carbonate: Earthworms show the way. Mineral. Mag.72 (1), 257–261. No.10.1180/minmag.2008.072.1.257

  • 24

    LeungD.CaramannaG.Maroto-ValerM. (2014). An overview of current status of carbon dioxide capture and storage technologies. Renew. Sustain. Energy Rev.39, 426–443. 10.1016/j.rser.2014.07.093

  • 25

    LiZ.HeZ.ShaoY. (2018). Early age carbonation heat and products of tricalcium silicate paste subject to carbon dioxide curing. MATERIALS11 (5), 730. 10.3390/ma11050730

  • 26

    Marius-GeorgeP.GeorgetaV.Alina-IoanaB.EugeniuV.VasileE. (2021). CO 2 sequestration in the production of portland cement mortars with calcium carbonate additions. Nanomater. (Basel, Switz.11 (4), 875. No.10.3390/nano11040875

  • 27

    MeiK.ChengX.GuT.ZhengY.GongP.LiB.et al (2021). Effects of Fe and Al ions during hydrogen sulphide (H 2 S)-induced corrosion of tetracalcium aluminoferrite (C 4 AF) and tricalcium aluminate (C 3 A). J. Hazard. Mat.403, 123928. 10.1016/j.jhazmat.2020.123928

  • 28

    MeiK.ChengX.ZhangH.YuY.GaoX.ZhaoF.et al (2018). The coupled reaction and crystal growth mechanism of tricalcium silicate (C3S): An experimental study for carbon dioxide geo-sequestration wells. Constr. Build. Mat.187, 1286–1294. 10.1016/j.conbuildmat.2018.08.080

  • 29

    MorandeauA. A.MorandeauI.ThiéryM.DanglaP. (2014). Investigation of the carbonation mechanism of CH and C-S-H in terms of kinetics, microstructure changes and moisture properties. Cem. Concr. Res.56, 153–170. 10.1016/j.cemconres.2013.11.015

  • 30

    NielP.EurybiadesB. (1982). The solubilities of calcite, aragonite, and vaterite in CO_2-H_2O solutions between 0 and 90°C, and evaluation of the aqueous model for the system CaCO_3-CO_2H_2O. Geochim. Cosmochim. Acta.46, 1011–1040.

  • 31

    PalmerT. J.HudsonJ. D.WilsonM. A. (1988). Palaeoecological evidence for early aragonite dissolution in ancient calcite seas. NATURE335 (6193), 809–810. No.10.1038/335809a0

  • 32

    PoudyalL.AdhikariK.WonM. (2021). Mechanical and durability properties of portland limestone cement (PLC) incorporated with nano calcium carbonate (CaCO3)(Article). MATERIALS14 (4), 1–19. No.

  • 33

    RostamiV.ShaoY.BoydA. J.HeZ. (2012). Microstructure of cement paste subject to early carbonation curing. Cem. Concr. Res.42 (1), 186–193. No.10.1016/j.cemconres.2011.09.010

  • 34

    Sánchez HerreroM. J.Fernández JiménezA.PalomoÁ.KleinL. (2016). Alkaline hydration of C2S and C3S. J. Am. Ceram. Soc.99 (2), 604–611. No.10.1111/jace.13985

  • 35

    ShahV.ScrivenerK.BhattacharjeeB.BishnoiS. (2018). Changes in microstructure characteristics of cement paste on carbonation. Cem. Concr. Res.109, 184–197. 10.1016/j.cemconres.2018.04.016

  • 36

    ShenQ.PanG.BaoB. (2016). Influence of CSH carbonation on the porosity of cement paste. Mag. Concr. Res.10, 504–514. No.10.1680/jmacr.15.00286

  • 37

    SorrentinoF. (2008). Upscaling the synthesis of tricalcium silicate and alite. Cem. WAPNO BETON8 (4), 177. No.

  • 38

    TadrosM. E.SkalnyJ.KalyoncuR. S. (1976). Early hydration of tricalcium silicate. J. Am. Ceram. Soc.59 (7-8), 344–347. No.10.1111/j.1151-2916.1976.tb10980.x

  • 39

    ThereseK. F.EricH. O.SigurðurR. G.PerA. (2011). The effect of dissolved sulphate on calcite precipitation kinetics and consequences for subsurface CO2 storage. Energy Procedia4, 5037–5043. 10.1016/j.egypro.2011.02.476

  • 40

    WangD.XiongC.LiW.JunC. (2020). Growth of calcium carbonate induced by accelerated carbonation of tricalcium silicate. ACS Sustain. Chem. Eng.8 (39), 14718–14731. No.10.1021/acssuschemeng.0c02260

  • 41

    WeiTingcongWeiFengqiZhouJinghongWuZhiqiangZhangChunmeiJiaZhuanget al (2022). Formation and strengthening mechanisms of xonotlite in C3S-silica and C2S-silica powder systems under high temperature and pressure. Cem. Concr. Res.157, 106812. 10.1016/j.cemconres.2022.106812

  • 42

    ZuddasP. P.ZuddasU.PachanaK.FaivreD. (2003). The influence of dissolved humic acids on the kinetics of calcite precipitation from seawater solutions. Chem. Geol.201 (1), 91–101. No.10.1016/s0009-2541(03)00230-4

Summary

Keywords

carbonization corrosion, relative crystallinity, single-phase cement, CCUS, C3S (tricalcium silicate)

Citation

Lian J, Wu Z, Lei Y, Gao Q, Mei K, Cai J and Cheng X (2022) Growth mechanism of carbonated tricalcium silicate (C3S) under the high concentration of CO2: A novel research for CCUS wells. Front. Mater. 9:995122. doi: 10.3389/fmats.2022.995122

Received

15 July 2022

Accepted

15 November 2022

Published

24 November 2022

Volume

9 - 2022

Edited by

Deepanraj B., Prince Mohammad bin Fahd University, Saudi Arabia

Reviewed by

Arkamitra Kar, Birla Institute of Technology and Science, India

Tao Gu, Southwest University of Science and Technology, China

Chengwen Wang, China University of Petroleum, Huadong, China

Updates

Copyright

*Correspondence: Xiaowei Cheng,

This article was submittedto Energy Materials, a section of the journal Frontiers in Materials

Disclaimer

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.

Outline

Figures

Cite article

Copy to clipboard


Export citation file


Share article

Article metrics