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Article

Dissolution and Early Hydration Interaction of C3A-C4AF Polyphase in Water and Aqueous Sulfate Solutions

1
College of Civil Engineering, Huaqiao University, Xiamen 361021, China
2
Jiangsu Key Laboratory of Construction Materials, School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
3
State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 210008, China
*
Authors to whom correspondence should be addressed.
Materials 2025, 18(14), 3399; https://doi.org/10.3390/ma18143399
Submission received: 27 June 2025 / Revised: 12 July 2025 / Accepted: 18 July 2025 / Published: 20 July 2025
(This article belongs to the Section Construction and Building Materials)

Abstract

The concurrent dissolution and early hydration of tricalcium aluminate (C3A) and tetracalcium aluminoferrite (C4AF) critically govern early-stage reaction dynamics in Portland cement systems. However, their mutual kinetic interactions during reaction, particularly sulfate-dependent modulation mechanisms, remain poorly understood. Using in-situ digital holographic microscopy (DHM), this study resolved their interaction mechanisms during co-dissolution in aqueous and sulfate-bearing environments. Results reveal asymmetric modulation: while C4AF’s dissolution exhibited limited sensitivity to C3A’s presence, C3A’s kinetics were profoundly altered by C4AF through sulfate-concentration-dependent pathways, which originated from two competing C4AF-mediated mechanisms: (1) suppression via common-ion effects, and (2) acceleration through competitive sulfate species adsorption. These mechanistic insights would provide a roadmap for optimizing cementitious materials through optimized reaction pathways.

1. Introduction

In Portland cement systems, intermediate clinker phases tricalcium aluminate (C3A) and tetracalcium aluminoferrite (C4AF) critically govern early-age hydration kinetics and properties [1,2,3]. While enabling energy-efficient clinker production [4,5], they introduce fundamental reactivity trade-offs: C3A’s rapid hydration risks flash setting while C4AF variability complicates sulfate balancing [6,7]. However, their co-reaction dynamics remain inadequately resolved due to the multiphase nature of Portland cement systems, where concurrent dissolution of multiple components alongside precipitation of hydration products obscures mechanistic analysis [8,9]. Resolving the interdependent kinetics of C3A and C4AF is thus imperative for controlling cement’s setting behavior and enabling concrete optimization through optimized reaction pathways.
The inherent complexity primarily stems from the dynamic concurrent dissolution and hydration of intermediate phases upon water contact [10]. Within seconds of mixing, simultaneous release of Ca2+, Al3+, and Fe3+ ions establishes competitive ion-exchange environments where reaction pathways diverge according to local concentration gradients [11,12,13]. To overcome this complexity, isolating C3A and C4AF enables precise tracking of individual reaction processes, providing deeper mechanistic insights into actual cement systems [14,15,16,17,18,19]. Consequently, research utilizing pure intermediate phases constitutes a fundamental methodology in cement chemistry. Fundamentally, both C3A and C4AF follow analogous sulfate-dependent hydration sequences dominated by sequential ettringite-monosulfate (AFt-AFm) formation [17,18]. Specifically, in pure water, both phases undergo rapid dissolution followed by violent hydration, forming metastable hydrates (CAH10/C2AH8 for C3A; analogous Fe-substituted phases for C4AF) that eventually convert to thermodynamically stable phase hydrogarnet, causing flash set through instantaneous precipitation of interlocking crystals [20,21]. Some molecular simulations have revealed that intermediate phases’ surfaces promote water dissociation, facilitating calcium ion desorption through sequential formation of complexes that reprecipitate on Al-enriched layers via interface-coupled dissolution–reprecipitation [22,23,24]. With gypsum, gypsum initially directs ettringite formation with both phases; subsequent sulfate depletion drives conversion to monosulfate [14,15]. Crucially, this sulfate-mediated regulation governs setting kinetics and strength development, rendering gypsum indispensable for achieving optimal workability in Portland cement. This regulation is usually attributed to adsorption of ions or complexes onto the hydrating surface, as evidenced by macro/microscopic studies [25,26]. Bulk solution analyses also support this mechanism, indicating that Al-rich leached layer formation and subsequent ion pair adsorption mediate dissolution inhibition [27,28].
Comparative studies confirm C4AF exhibits inherently slower hydration kinetics than C3A due to iron substitution-mediated retardation [20,29]. The high early reaction rate is primarily attributed to rapid dissolution, with recent work of Ye et al. [30] firstly quantitatively characterizing C3A’s dissolution kinetics in pure water and determining its dissolution rate ranging in 0.5~2 mmol·m−2·s−1 (several orders of magnitude greater than that of C4AF [31]). For the intermediate phases, previous studies have demonstrated that sulfates exert ion-specific retardation effects on their dissolution: among Na2SO4, MgSO4, and CaSO4, Na2SO4 has the least while CaSO4 has the strongest retardation effect [31,32]. Furthermore, dissolution rates and mechanisms depend on solution undersaturation: in water, dissolution proceeds rapidly via etch pit formation and vacancy islands, whereas in saturated solutions, reduced driving force leads to step retreat from pre-existing etch pits [33,34]. Nevertheless, despite these recent studies generating fundamental knowledge on the hydration reactions, cement hydration is not simply the sum of individual phase reactions, but the result of interactions between all phases [35,36,37,38]. The co-dissolution behavior of aluminate phases governs early cement hydration kinetics yet defies prediction from isolated phase studies due to multiphase interactions. Competitive sulfate consumption, which prioritizes C3A reactivity over C4AF, was evidenced by near-complete ettringite formation from C3A and residual unreacted C4AF due to iron exclusion from AFt phases [39]. This sulfate competition is further modulated by supplementary cementitious materials (SCMs), as aluminum from SCMs increases sulfate demand, accelerating depletion and altering C3A/C4AF hydration dynamics. Notably, pozzolanic additives exhibit divergent effects by accelerating C3A–gypsum reactions in water while retarding them in Ca(OH)2-saturated solutions [38]. Meanwhile, ye’elimite interactions reveal crystal-structure-dependent inhibition: orthorhombic ye’elimite with C4AF/gypsum yields ettringite and AFm mixtures, while pseudocubic solid solutions strongly retard hydration, promoting dominant ettringite formation [15]. These phase interactions all complicate the co-dissolution behavior of C3A/C4AF, resulting in an inadequately resolved underlying mechanism. Therefore, characterizing C3A-C4AF polyphase systems’ dissolution behaviors still remains challenging due to their remarkable reactivities and unquantified interaction mechanisms.
Building upon prior single-phase investigations of C3A’s and C4AF’s dissolution and early hydration kinetics via digital holographic microscope (DHM) [30,31,32], this study extends this approach to resolve the unresolved multiphase coupling effects in C3A-C4AF polyphase systems under controlled sulfate conditions. By correlating real-time dissolution topographies and dissolution rates in aqueous and sulfate environments, we establish a mechanistic framework to quantify sulfate-dependent competitive pathways governing polyphase systems’ co-hydration, aiming to decouple the interactions during co-reaction and quantify the sulfate-modulated reaction kinetics.

2. Materials and Methods

C3A powder (median particle size D50 = 9.083 μm, purity 96.73%) and C4AF powder (D50 = 11.353 μm, purity 99.65%) were prepared by solid-state reaction in accordance with [40]. These powders were blended in a 7:3 mass ratio for 2 h using a Turbula T2F mixer (Willy A. Bachofen AG, Muttenz, Switzerland), then pressed into compacts. Polished C3A-C4AF polyphase pellets were fabricated by hot pressing these compacts in a spark plasma furnace (HP-D5, FCT, Frankenblick, Germany) and used as the samples for the flow-through dissolution experiments. The sintering process involved heating to 1150 °C (to avoid severe melting [40]) at 100 °C·min−1 while pressure concurrently increased from 15 MPa to 40 MPa. The pellets were held at this maximum temperature and pressure for 15 min, followed by meticulous polishing.
For the investigation of the co-dissolution of C3A-C4AF in sulfate environments, sulfate aqueous solutions of Na2SO4, MgSO4, and CaSO4 were prepared by dissolving appropriate amounts of sulfate salts in ultrapure water (resistivity > 18 MΩ·cm at 25 °C) to be used as the testing solutions. To enable direct comparison of reported dissolution rates for individual C3A or C4AF in sulfate solutions [31,32], Na2SO4 and MgSO4 solutions were prepared at concentrations of 1 mmol·L−1 and 30 mmol·L−1. Due to gypsum’s poor solubility, CaSO4 solutions were prepared at lower concentrations of 1 mmol·L−1 and 10 mmol·L−1.
Prior to flow-through dissolution experiments, polished C3A-C4AF polyphase pellets were partially coated with a platinum reference layer (~20 nm thickness) using a sputter coater (Q150T, Quorum Technologies, Laughton, UK). A R-2203 digital holographic microscope (Lyncée Tec, Lausanne, Switzerland) in reflection mode was employed to track dissolution behaviors in various solutions, following established protocols [30,31,32]. Experiments were conducted at 20 ± 1 °C with a constant flow rate of 34 mL·min−1 to prevent hydrate precipitation during testing. During dissolution, the surface heights of C3A and C4AF undergo varying degrees of change. By analyzing topography shifts, comparing height differences (∆h, in units of m) between exposed and masked areas over time intervals (∆t, in units of s), and using their molar volumes and height evolution rates, the individual dissolution rates can be calculated as follows [31],
R = Δ h Δ t 1 V m
where R is the dissolution rate of C3A or C4AF (in units of mol·m−2·s−1), ∆h is the surface height change within ∆t, and Vm is the molar volume of C3A (8.91 × 10−5 m3·mol−1) or C4AF (1.28 × 10−4 m3·mol−1) [41].
After the specified reaction durations, some dissolved C3A-C4AF polyphase pellets were collected for morphological analysis. Upon removal from the reaction cell, they were promptly dried using compressed air. An FEI 3D scanning electron microscope (FEI, Hillsboro, OR, USA), equipped with an EDAX system (AMETEK, Berwyn, PA, USA) and operating in secondary electron mode at an accelerating voltage of 20 kV, was employed to examine the morphological alterations of C3A and C4AF during the reaction. Before testing, a ~50 nm thick platinum layer was sputter-coated on the pellet surfaces.

3. Results and Discussion

3.1. Dissolution Interaction in Water

Figure 1 presents phase diagrams of a C3A-C4AF polyphase pellet after dissolution for varying durations in flowing water (34.0 mL·min−1), derived from height-inclusive DHM images. These diagrams delineated the exposed area (left) from the inert platinum-coated area (right). Within the exposed region, distinct dissolution behaviors were observed: darker areas exhibited rapid height changes, indicative of faster dissolution, whereas brighter areas remained relatively stable in height, suggesting slower dissolution. This visual contrast directly implies a significant difference in dissolution rates between the two regions. Given the well-established, substantial difference in dissolution kinetics between C3A and C4AF [30,31], it is reasonable to attribute the rapidly dissolving darker areas to C3A and the more stable brighter areas to C4AF. This phase assignment is further supported by Figure 1F, which highlights that the most rapid dissolution of C3A occurred specifically at its grain boundaries [42]. Additionally, the grain size of individual C3A particles within the co-sintered pellet was measured to be approximately 20 μm. This value aligns closely with the grain size observed in our previously sintered pure C3A pellets [30]. Therefore, this consistency in grain size indicates that the co-sintering process with C4AF did not significantly alter the crystal structure of the components.
The distinct optical reflectivity of C3A and C4AF [43] allows for direct phase segmentation within DHM light intensity images (Figure 2), enabling independent characterization of each phase’s co-dissolution behavior. To quantify this behavior, we analyzed four regions of interest (ROI 1–4) within a representative 70 μm × 70 μm area, tracking their surface height evolution and dissolution rate spectra (Figure 3). Analysis of surface height evolution (Figure 3A) revealed a significantly lower rate in ROI 3 (identified as C4AF) compared to the other regions. This observation directly demonstrates the markedly different dissolution kinetics between C3A and C4AF. Further corroborating this difference, the dissolution rate frequency spectrum for ROI 4 (Figure 3B) clearly distinguished the high-dissolution-rate zone dominated by C3A from the low-dissolution-rate zone dominated by C4AF. Quantitatively, within the C3A-C4AF polyphase pellet, the dissolution rate of C4AF was measured at 1.84 μmol·m−2·s−1, nearly equivalent to the dissolution rate reported previously for pure C4AF [31], while C3A (in ROI 2) dissolved at a rate of 0.90 mmol·m−2·s−1. It is important to note, however, a methodological consideration affecting the presented dissolution rates: For data processing convenience, the dissolution rates of all pixels within ROI 4 were calculated using the molar volume of C3A. Due to the inherent difference in molar volumes between C3A and C4AF [41], this approach resulted in a slight overestimation of the dissolution rates specifically in the low-dissolution-rate areas (C4AF) depicted in Figure 3.
Given that the sintering protocol for the C3A-C4AF polyphase pellet was identical to that used for the pure C4AF pellet [31], and considering that the measured dissolution rate of C4AF within the pellet (Figure 3) showed no significant difference from that of the pure C4AF pellet [31], this study primarily focused on comparing the dissolution rate of C3A within the polyphase pellet to that of the pure C3A pellet. Although the lower sintering temperature of the polyphase pellet (vs. pure C3A [30,32]) might predict increased C3A defect density and reactivity, the near-identical grain size of C3A in both systems (Figure 1 in this study and Figure 1 in [30]) suggested minimal differences in dissolution kinetics.
Figure 4 presents a comparative analysis of surface height evolution and dissolution rate frequency spectra between ROI 4 (within the polyphase pellet) and the pure C3A pellet [30] during dissolution. Crucially, while the slower mean height reduction in ROI 4 (Figure 4A) stems from methodological averaging over C4AF regions, Figure 4B reveals a material-specific trend: the high-rate dissolution peak (C3A-dominated) shifts distinctly leftward in the composite—indicating suppressed dissolution kinetics versus pure C3A. This spectral shift provides direct evidence of slight dissolution inhibition of C3A within the polyphase matrix. This inhibition is attributed to C3A’s sensitivity to solution ion concentrations. Ions released from co-dissolving C4AF likely induce a common-ion effect that suppresses C3A’s dissolution, a phenomenon frequently observed in mineral dissolution studies [44,45].

3.2. Dissolution and Early Hydration Interaction in Sulfate Aqueous Solutions

This study also employed DHM to investigate the sulfate-modified dissolution behavior in C3A-C4AF polyphase pellets, with focus on C3A’s kinetics due to C4AF’s markedly lower dissolution rate. Figure 5 illustrates the morphological evolution of the polyphase pellet in 1 mmol·L−1 CaSO4 solution. After 3 s of dissolution, C4AF exhibited negligible morphological changes, while C3A underwent rapid transformation manifested by propagating scratches and the formation/growth of etch pits, resulting in significant surface roughening. Similarly, in 10 mmol·L−1 CaSO4, C3A developed pronounced corrosion features and surface roughening within 1 s, as shown in Figure 6. Critical analysis of surface height evolution (Figure 7) demonstrates sulfate-dependent rate inversion: in 1 mmol·L−1 CaSO4, C3A’s dissolution was slower within the polyphase pellet than in pure C3A, whereas in 10 mmol·L−1 CaSO4, C3A’s dissolution was faster within the polyphase pellet than in pure C3A.
This concentration-dependent divergence was supposed to originate from two competing interactions during co-dissolution: (1) a suppressive effect whereby ions released from dissolving C4AF induce a common-ion effect inhibiting C3A’s dissolution, and (2) an accelerative effect arising from C4AF’s positively charged surface competing with C3A for sulfate ions (SO42−) and ion pair (e.g., CaSO40) adsorption, thereby attenuating sulfate-mediated inhibition of C3A’s dissolution. Cross-validation with pure C3A’s dissolution kinetics [32] and Figure 4 confirm that sulfate inhibition dominated at high concentrations, substantially exceeding the suppressive influence of C4AF-derived ions. Consequently, under dilute sulfate (1 mmol·L−1), the common-ion effect derived from C4AF, reduced C3A’s dissolution; conversely, in concentrated sulfate (10 mmol·L−1), C4AF’s competitive adsorption mitigated intrinsic sulfate inhibition, accelerating C3A’s dissolution in the polyphase pellet.
Although both C3A and C4AF can adsorb sulfate species [28,46], the faster dissolution kinetics of C3A lead to accelerated accumulation of dissolved ions at its interface. Consequently, when the polyphase pellet hydrated in calcium sulfate solution, needle-like AFt crystals [47] preferentially nucleated and grew on C3A’s surface, as demonstrated in Figure 8. As dissolution progressed, AFt deposition progressively covered C3A’s surface while gradually developing on C4AF’s surface, as shown in Figure 9.
Furthermore, this study also investigated the influence of sulfate-counter cations (Na+, Mg2+) on C3A’s dissolution in the C3A-C4AF polyphase pellets. As demonstrated in Figure 10 and Figure 11, in both sodium sulfate (Na2SO4) and magnesium sulfate (MgSO4) solutions at low concentrations, C3A within the polyphase underwent rapid surface transformation characterized by abundant etch pit formation and progressive roughening. Conversely, minimal surface alteration occurred under high-concentration sulfate conditions, consistent with prior observations [32].
Similarly, the dissolution differences between pure C3A and C3A within the polyphase pellet were compared in both sulfate solutions, with quantitative results presented in Figure 12. A consistent pattern emerged: specifically, in dilute sulfate solutions, C3A’s dissolution slowed within the polyphase system, whereas in concentrated sulfate solutions, dissolution accelerated—mirroring the behavior observed in calcium sulfate solutions. This concentration-dependent inversion was governed by the competing interaction mechanisms of C4AF, as established previously.
Although C3A exhibited identical dissolution rate patterns in these sulfate solutions as observed in calcium sulfate solutions, the composition of surface products differed significantly. As shown in Figure 13, flaky AFm phases [47] rapidly formed and progressively became the dominant product in both sulfate solutions, which contrasts with the product assemblages formed in calcium sulfate solutions.

4. Conclusions

This study elucidates the dissolution and early hydration interactions between C3A and C4AF, revealing sulfate-dependent asymmetric modulation: C4AF’s dissolution exhibited minimal sensitivity to C3A, whereas C3A’s reaction kinetics were profoundly altered by C4AF via sulfate-concentration-dependent pathways. A critical sulfate-concentration threshold governed reaction pathways: C3A’s dissolution slowed in the polyphase versus pure phase at 1 mM SO42−, yet accelerated at 10 mM SO42−. These phenomena originate from two competing mechanisms derived from C4AF: (1) suppression through common-ion effects, and (2) acceleration via competitive adsorption of sulfate species. By quantifying the co-reaction dynamics of C3A-C4AF in water/sulfate solutions, this study contributes to improved hydration modeling accuracy and advances mechanistic understanding of cement reactivity.

Author Contributions

Conceptualization, S.Y. and P.F.; Methodology, S.Y.; Validation, S.Y. and P.F.; Formal analysis, S.Y. and P.F.; Investigation, S.Y. and P.F.; Resources, P.F.; Writing—original draft, S.Y. and P.F.; Writing—review and editing, S.Y. and P.F.; Supervision, P.F.; Funding acquisition, S.Y. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by National Natural Science Foundation of China (No. 52408260), Natural Science Foundation of Xiamen, China (No. 3502Z202372028), and State Key Laboratory of High Performance Civil Engineering Materials Open Fund (No. 2023CEM007).

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

The original contributions presented in this study are included in the article. Further inquiries can be directed to the corresponding authors.

Conflicts of Interest

The authors declare no conflicts of interest.

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Figure 1. Phase images of C3A-C4AF pellet acquired by DHM when dissolving in ultrapure water with a flow rate of 34.0 mL·min−1 for (A) 0 s, (B) 0.19 s, (C) 0.37 s, (D) 1 s, and (E,F) 2 s.
Figure 1. Phase images of C3A-C4AF pellet acquired by DHM when dissolving in ultrapure water with a flow rate of 34.0 mL·min−1 for (A) 0 s, (B) 0.19 s, (C) 0.37 s, (D) 1 s, and (E,F) 2 s.
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Figure 2. The selection of ROI 1, ROI 2, ROI 3, and ROI 4 in an intensity image of C3A-C4AF pellet acquired by DHM with a size of 70 μm × 70 μm.
Figure 2. The selection of ROI 1, ROI 2, ROI 3, and ROI 4 in an intensity image of C3A-C4AF pellet acquired by DHM with a size of 70 μm × 70 μm.
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Figure 3. When dissolving in ultrapure water, (A) average surface height changes of ROI 1, ROI 2, ROI 3, and ROI 4, and (B) dissolution rate distribution spectra of ROI 4 within the first 0.2 s dissolution.
Figure 3. When dissolving in ultrapure water, (A) average surface height changes of ROI 1, ROI 2, ROI 3, and ROI 4, and (B) dissolution rate distribution spectra of ROI 4 within the first 0.2 s dissolution.
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Figure 4. Comparison of (A) the average surface height changes and (B) the dissolution rate distribution spectra within the first 0.2 s dissolution between RIO 4 and pure C3A when dissolving in water.
Figure 4. Comparison of (A) the average surface height changes and (B) the dissolution rate distribution spectra within the first 0.2 s dissolution between RIO 4 and pure C3A when dissolving in water.
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Figure 5. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 192.4 μm × 192.4 μm when dissolving in a 1 mmol·L−1 CaSO4 solution for (A) 0 s, (B) 0.47 s, (C) 1 s, and (D) 3 s.
Figure 5. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 192.4 μm × 192.4 μm when dissolving in a 1 mmol·L−1 CaSO4 solution for (A) 0 s, (B) 0.47 s, (C) 1 s, and (D) 3 s.
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Figure 6. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 70 μm × 70 μm when dissolving in a 10 mmol·L−1 CaSO4 solution for (A) 0 s and (B) 1 s.
Figure 6. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 70 μm × 70 μm when dissolving in a 10 mmol·L−1 CaSO4 solution for (A) 0 s and (B) 1 s.
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Figure 7. Average surface height changes of pure C3A and C3A in a C3A-C4AF polyphase pellet when dissolving in CaSO4 solutions.
Figure 7. Average surface height changes of pure C3A and C3A in a C3A-C4AF polyphase pellet when dissolving in CaSO4 solutions.
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Figure 8. (A) Morphology and (B) element mapping of a C3A-C4AF polyphase pellet after reacting in a 10 mmol·L−1 CaSO4 solution for 2 s. Scale bar, 5 μm.
Figure 8. (A) Morphology and (B) element mapping of a C3A-C4AF polyphase pellet after reacting in a 10 mmol·L−1 CaSO4 solution for 2 s. Scale bar, 5 μm.
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Figure 9. Morphology and element mappings of a C3A-C4AF polyphase pellet after reacting in a 10 mmol·L−1 CaSO4 solution for 1 min. Scale bar, 20 μm.
Figure 9. Morphology and element mappings of a C3A-C4AF polyphase pellet after reacting in a 10 mmol·L−1 CaSO4 solution for 1 min. Scale bar, 20 μm.
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Figure 10. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 192.4 μm × 192.4 μm when dissolving in a 1 mmol·L−1 Na2SO4 solution for (A) 0 s, (B) 0.47 s, and (C) 1 s, and in a 30 mmol·L−1 Na2SO4 solution for (D) 0 s, (E) 0.47 s, and (F) 1 s.
Figure 10. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 192.4 μm × 192.4 μm when dissolving in a 1 mmol·L−1 Na2SO4 solution for (A) 0 s, (B) 0.47 s, and (C) 1 s, and in a 30 mmol·L−1 Na2SO4 solution for (D) 0 s, (E) 0.47 s, and (F) 1 s.
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Figure 11. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 192.4 μm × 192.4 μm when dissolving in a 1 mmol·L−1 MgSO4 solution for (A) 0 s and (B) 1 s, and in a 30 mmol·L−1 MgSO4 solution for (C) 0 s and (D) 1 s.
Figure 11. Intensity images of a C3A-C4AF polyphase pellet acquired by DHM with a size of 192.4 μm × 192.4 μm when dissolving in a 1 mmol·L−1 MgSO4 solution for (A) 0 s and (B) 1 s, and in a 30 mmol·L−1 MgSO4 solution for (C) 0 s and (D) 1 s.
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Figure 12. Average surface height changes of pure C3A and C3A in a C3A-C4AF pellet when dissolving in Na2SO4 and MgSO4 solutions.
Figure 12. Average surface height changes of pure C3A and C3A in a C3A-C4AF pellet when dissolving in Na2SO4 and MgSO4 solutions.
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Figure 13. Morphologies of a C3A-C4AF polyphase pellet after reacting in a 30 mmol·L−1 Na2SO4 solution for (A) 2 s and (B) 1 min. Scale bar, 10 μm.
Figure 13. Morphologies of a C3A-C4AF polyphase pellet after reacting in a 30 mmol·L−1 Na2SO4 solution for (A) 2 s and (B) 1 min. Scale bar, 10 μm.
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Ye, S.; Feng, P. Dissolution and Early Hydration Interaction of C3A-C4AF Polyphase in Water and Aqueous Sulfate Solutions. Materials 2025, 18, 3399. https://doi.org/10.3390/ma18143399

AMA Style

Ye S, Feng P. Dissolution and Early Hydration Interaction of C3A-C4AF Polyphase in Water and Aqueous Sulfate Solutions. Materials. 2025; 18(14):3399. https://doi.org/10.3390/ma18143399

Chicago/Turabian Style

Ye, Shaoxiong, and Pan Feng. 2025. "Dissolution and Early Hydration Interaction of C3A-C4AF Polyphase in Water and Aqueous Sulfate Solutions" Materials 18, no. 14: 3399. https://doi.org/10.3390/ma18143399

APA Style

Ye, S., & Feng, P. (2025). Dissolution and Early Hydration Interaction of C3A-C4AF Polyphase in Water and Aqueous Sulfate Solutions. Materials, 18(14), 3399. https://doi.org/10.3390/ma18143399

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