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    Cement and Concrete Research

    Cement and Concrete Research

    JournalISSN 0008-8846eISSN 1873-3948中科院 工程技术 1区

    年发文量

    研究主题

    论文(10125)

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    1NewUnravelling Depth-Dependent Carbonation Pathways of Reactive Magnesium Cement Produced from Different MgO Sources
    Yongshan Tan,Shichang Liu, Jing Wen,Renjie Mi,Cise Unluer

    This study investigates the effects of three salt-lake by-product–derived and two magnesite-derived MgOs on the compressive strength and depth-dependent carbonation behavior of reactive magnesium cement (RMC). Mineralization products, morphology, and pore structure were characterized to reveal reaction mechanisms. The results show that salt-lake by-product–derived MgO possessed a high specific surface area and low to medium reactivity, forming abundant plate-like Mg(OH)2 and amorphous hydration products that filled pores and disrupted connectivity. Although substantial surface carbonation was observed with nesquehonite as the dominant phase, CO2 diffusion toward the interior was limited. Carbon analysis confirmed this strong carbonation gradient, with CO2 uptake decreasing from 5.62–8.82 wt% near the surface to only 0.70–1.37 wt% at a depth of 16–20 mm. In contrast, magnesite-derived MgO exhibited higher reactivity and lower specific surface area. XCT analysis further revealed a pronounced surface-to-interior porosity gradient in salt-lake-derived RMC, whereas magnesite-derived RMC exhibited a uniformly dense microstructure throughout the specimen. These results demonstrate that MgO source governs carbonation pathways, pore evolution and strength development.

    2027
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    2NewCharacterisation of Ferri-Silicates Using Selective Dissolution
    M. Zhang, Z. Liu, M.H.N. Yio, E. Bernard, T.A. Kathyola, C.R. Cheeseman, R.J. Myers

    Sodium iron silicate (NFS) samples were synthesised at initial Fe/Si molar ratios of 0.3 and 0.8 and equilibrated at 50 °C for up to 180 days to elucidate reaction pathways in high-Fe alkaline environments. The resulting solid phases comprised siliceous ferrihydrite, sodium‑iron-silicate-hydrate (N-F-S-H) and nontronite. N-F-S-H was isolated via selective dissolution using citrate-bicarbonate-dithionite (CBD). Its features include a broad X-ray diffraction (XRD) hump centred at ~38° 2θ, a SiOFe stretching band at 965 cm−1 in Fourier transform infrared spectroscopy (FTIR), and a mass-loss feature at ~130 °C corresponding to water release. Mass balance calculations identified the early-age (7 and 28 days) N-F-S-H composition as (Na2O)0.3 (Fe2O3)0.4–0.5(SiO2)·0.7 H2O. Identifying these secondary, poorly crystalline phases preceding nontronite formation advances the understanding of FeSi reaction pathways. These insights are highly relevant for Fe-rich blended cements, nuclear waste disposal, and reinforced concrete.

    2027
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    3NewLong Range and Local Ordering Patterns in the Disordered Layered Calcium Aluminosilicate Hydrate Strätlingite
    Artem Shevchenko,Laura Gemmrich Hernández,Maxwell W. Terban,Igor Moudrakovski,Bettina V. Lotsch,Ute Kolb,Robert E. Dinnebier,Sebastian Bette

    Strätlingite (Ca2Al2SiO2(OH)10·2.25H2O), a mineral rarely found in nature, which is believed to be responsible for their long-term stability due to its lamellar microstructure that hinders crack propagation along the interfaces between the constituents of concrete. However, the identification of the mineral during early hydration times is often complicated by low crystallinity and absence of a reliable disorder-free structural model. Published crystal structures of strätlingite often contain positionally-disordered atoms in both brucite-like layer and half-occupied double-tetrahedra (DT) layers. In this work we reinvestigate the average structure of strätlingite combining bulk high resolution powder X-ray diffraction (XRPD) and 3D electron diffraction (3D-ED), demonstrating that the R3¯ space group describes the brucite-like layer of strätlingite more appropriately than R3¯m, without positional disorder of the oxygen atoms. Partial occupation in the DT-layer is addressed via solid state nuclear magnetic resonance (ssNMR) and pair distribution function (PDF) analysis, showing that the condensation of Si(Al)O4 tetrahedra is best described by a Q3 configurational arrangement in the form of deformed double six-membered rings, exhibiting local displacements within the ab-plane.

    2027
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    4NewSulfide Oxidation in Concrete Aggregates: Behavior under NaOH, NaCl, and Bleach Exposure and Implications for Accelerated Mortar Bar Testing
    Murilo Henrique Taques Camargo,Josée Duchesne,Benoît Fournier

    This study investigates the oxidation of iron sulfides in concrete aggregates under conditions simulating accelerated mortar bar test (AMBT) protocols. An aggregate bearing both pyrrhotite and pyrite was exposed to NaOH (80 °C), NaCl (50 °C), and bleach (23 °C) solutions for 30 days. The chemical-mineralogical evolution was tracked using in situ techniques: micro X-ray fluorescence (μXRF), micro X-ray diffraction (μXRD), scanning electron microscopy with energy-dispersive spectroscopy (SEM-EDS), and electron probe microanalysis (EPMA); and by bulk analyses such as X-ray diffraction (XRD), inductively coupled plasma optical emission spectrometry (ICP-OES), and total sulfur analysis.The results indicate an apparent sulfide reactivity order of pyrrhotite > framboidal pyrite > cubic pyrite. μXRF showed local sulfur depletion of 98% at the sample surface after bleach exposure, against 46% and 38% after NaOH and NaCl, respectively. Over the same period, the bulk sulfur content of the powdered aggregate decreased by approximately 27% in bleach, while remaining unchanged in NaOH and NaCl. The two measurements therefore describe different quantities: the oxidation attained at an exposed sulfide surface and the sulfur effectively removed from the aggregate. The alkaline solutions were neutralized from pH 12.5 to 7, consistent with acid generation by sulfide oxidation, which may in turn have limited the alkali-silica reaction (ASR) during the test period.These results indicate that the oxidizing capacity of the immersion solution, rather than its pH alone, governs sulfide oxidation, and identify solution stability as parameters worth considering in the optimization of accelerated test protocols.

    2027
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    5NewReactive Transport Modelling of Underground Structural Concrete Exposed to Aggressive Chloride-, Sulfate- and Carbonate-Bearing Groundwater
    Guoli Zheng,Dingli Zhang,Qian Fang,Song Han, Peng Zhao, Ziye Kang, Jun Wang
    2027
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    高被引作者

    作者引用发文
    Karen Scrivener46455163
    Barbara Lothenbach32393160
    John Provis2075259
    Angel Palomo1451932
    Nicolas Roussel1347585
    Fredrik Glasser1223288
    Caijun Shi1137365
    Pererik Petersson109694
    Hamlin M. Jennings1093734
    Arne Hillerborg108895

    高产作者

    作者引用发文
    Karen Scrivener46455163
    Barbara Lothenbach32393160
    Jim J. Beaudoin5769116
    Paulo J. M. Monteiro9779113
    Fredrik Glasser1223288
    Nicolas Roussel1347585
    Deborah Chung581884
    Della M. Roy453969
    Chi Sun Poon973268
    Sidney Diamond603565

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