Influence of aqueous carbonate species on hydration and carbonation of reactive MgO cement
Introduction
Increased carbon dioxide (CO2) emissions is the most significant environmental challenge of this century [1]. Manufacturing of cement, whose dominant form used nowadays is Portland cement, is responsible for about 5∼7 percent of global greenhouse gas emissions [[2], [3], [4], [5], [6]]. The conventional feedstock for Portland cement manufacturing is limestone (CaCO3), which is excavated and crushed. Then it is sintered with other materials (i.e. clays) at temperatures reaching ∼1450°C in a cement kiln to produce clinker. This process directly releases CO2 during calcination of CaCO3 (i.e. CaCO3 → CaO + CO2), which makes up ∼ 50–60% of the total emissions of Portland cement production [3]. Much of the remaining emissions are associated with the use of fossil fuels, such as coal, to generate the heat required to achieve the high temperatures needed for clinker manufacturing [3]. From a sustainability perspective, the cement industry is calling for alternative binders that can reduce associated CO2 emissions without compromising performance.
One alternative to Portland cement is magnesium oxide (MgO)-based cement [7]. If calcined, reactive MgO powder is mixed with plain water, it will react to form brucite (Mg(OH)2), which has a porous structure and is typically quite low in strength [8,9]. However, there has been renewed interest by both industry and academia in MgO-H2O systems due to their ability to absorb CO2, forming carbonated products that can be as strong as hydrated Portland cement. Similar approaches to carbonation curing of calcium silicate systems and calcium hydroxide are also under development and show great promise [[10], [11], [12]]. The U.S. patent granted under the title “Reactive magnesium oxide cements” in 2008 describes the strength gain of reactive MgO cement under carbonation [13]. Since then, some studies have investigated various aspects of the carbonation of reactive MgO, including carbonation condition [[14], [15], [16], [17]], microstructure [18], additives that enhance hydration and carbonation [16,[19], [20], [21], [22]], durability [23,24], and life cycle assessment [25]. MgO-H2O systems are a promising candidate to replace conventional Portland cement in various applications, including porous blocks [9,26], concrete [8,27], and ground improvement [28,29].
The raw material, MgO, can be obtained by two main methods: (i.) a dry processing route in which magnesite (MgCO3) is calcined to MgO while releasing CO2 (i.e. MgCO3 → MgO + CO2), and (ii.) a wet processing route in which precipitated Mg(OH)2 powder is recovered from Mg-rich seawater or brine sources and subsequently calcined to MgO, releasing H2O in the process (i.e. Mg(OH)2 → MgO + H2O). The calcination temperature of either route is lower than Portland cement (700∼1000 °C vs. 1450 °C), which could be beneficial from a sustainability standpoint. Between the two processing routes, the drawback of the current wet processing route is its high energy consumption, which is three times higher than the dry process route [30]. However, MgCO3 deposits are mainly concentrated in a few countries, such as China, North Korean, and Russia [31]. The wet process route provides an option for regions with limited availability of natural MgCO3 deposits, and contributes to ∼14 % of global MgO production [32]. H. Dong studied the wet processing route by utilizing reject brine, obtained from desalination plants in Singapore, which once had no economic value and could have been harmful to the marine ecosystem [[33], [34], [35]]. Also, the MgO obtained through the wet process route has higher purity and reactivity [33,36,37], which can lead to higher potential for carbonation to improve properties and carbon storage. However, as most studies have utilized raw material derived from the dry process route, work on MgO from the wet process route is currently still lacking.
Under accelerated carbonation conditions, where the specimen is exposed to an environment with highly concentrated CO2 gas, gaseous CO2 dissolves into water and releases carbonate and bicarbonate ions:CO2 (g) ⇌ CO2 (aq)CO2 (aq) + H2O ⇌ H++ HCO3−HCO3− ⇌ H++ CO32-
MgO-H2O systems intake CO2, leading to carbonate products in the form of hydrated magnesium carbonates (HMCs), including nesquehonite (MgCO3·3H2O), hydromagnesite (4MgCO3·Mg(OH)2·4H2O), dypingite (4MgCO3·Mg(OH)2·5H2O), and artinite (MgCO3·Mg (OH)2·3H2O). These carbonate products develop a strong and durable microstructure that can be comparable to that of Portland cement hydration products [38]. In previous studies [21,39], it was found that there still exists a large amount of uncarbonated brucite (up to 55 %) after curing in a concentrated CO2 condition. To address this limitation, [22,40] utilized sodium bicarbonate (NaHCO3) to effectively enhance the carbonation degree of reactive MgO cement. However, the specific role of NaHCO3 in the carbonation process is still not fully understood. It was suggested that HCO3− transfers to CO32- and associates with Mg2+ to form HMCs in the presence of OH− [22]. It was also assumed that NaHCO3 can react with Mg(OH)2 directly to form HMCs [22,40]. However, NaHCO3 was not found to significantly affect the hydration products in MgO-hydromagnesite blends [41]. Thus, this study aims to clarify the influence of HCO3− and CO32- on the hydration and carbonation of reactive MgO cement by incorporating a relatively high concentration of aqueous carbonate species. Additionally, reactive MgO with the addition of aqueous carbonate species is rich in carbonate even before exposure to a concentrated CO2 environment, which could be beneficial in further reducing carbon footprint if the aqueous carbonate species could be produced by using exhaust CO2 through a carbon negative process, such as a modified Solvay ammonia soda process mentioned in [42,43].
In this study, we focused on MgO derived from the wet process route. We investigated the hydration and carbonation behavior of MgO cement systems with the addition of sodium carbonate (Na2CO3), sodium bicarbonate (NaHCO3) and sodium sesquicarbonate dihydrate (Na3H(CO3)2·2H2O). The influence of carbonate and bicarbonate ions on hydration and carbonation was studied through compressive strength testing, isothermal calorimetry, thermal gravimetric analysis (TGA), X-ray powder diffraction (XRD), and scanning electron microscopy (SEM).
Section snippets
Material and mix design
The reactive MgO used in this study is commercially available, which was produced through the wet process at 700∼1000 °C. The chemical composition is shown in Table 1. Laser diffraction measurements indicated D10, D50 and D90 values were 1.27, 10.38, and 21.31 μm, respectively. The specific surface area was 22.46 m2/g by BET measurement, and the density was 3.45 g/cm3. Acid neutralization was employed to measure the reactivity of MgO. 0.28 g of reactive MgO powder was added to 50 ml of
Mechanical and physical properties
The compressive strength gain of MgO pastes under ambient condition is shown in Fig. 1. At first glance, compressive strength remains relatively low in all systems, with and without sodium salts. Although compressive strength was notably enhanced with the addition of NaHCO3 (∼ 7 MPa), which is comparable to that of gypsum concrete [44], this strength level is insufficient for structural applications. After 28 days curing, the compressive strength of MgO pastes can be ordered from highest to
Conclusion
This study investigated the influence of aqueous carbonate species (carbonate, bicarbonate and combination) on the hydration and carbonation of reactive MgO cement from brine. Hydrated MgO did not exhibit compressive strength sufficient for structural applications (> 10 MPa) under ambient conditions. The carbonate and/or bicarbonate solution did not form new hydration products in MgO paste, and Mg(OH)2 was the only hydration product detected by TGA and XRD. Na2CO3 decreased overall hydration,
CRediT authorship contribution statement
Siwei Ma: Methodology, Validation, Formal analysis, Investigation, Writing - original draft, Writing - review & editing, Visualization. Abdullah Huzeyfe Akca: Validation, Investigation. Daniel Esposito: Conceptualization, Resources, Writing - review & editing, Supervision, Project administration, Funding acquisition. Shiho Kawashima: Conceptualization, Resources, Writing - review & editing, Supervision, Project administration, Funding acquisition.
Declaration of Competing Interest
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Acknowledgements
The authors would like to acknowledge Columbia University’s School of Engineering and Applied Science (SEAS) Interdisciplinary Research Seed (SIRS) Program for financial support, and technical support by the staff of Columbia University’s Carleton Laboratory. The second author is grateful for the financial support given by The Scientific and Technical Research Council of Turkey (TÜBİTAK). We also thank Zoe Zhang, Sagar Suhas Nirgudkar, Baoqi Chang, Julie Raiff, and Xueqi Pang for fruitful
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