Cement and Concrete Research最新文献_第3页

Effect of Al/Si ratio on the reactivity of waste- and two-step carbonation-derived alumina-silica gel 铝硅比对废二步碳化衍生铝硅凝胶反应性的影响

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-04-01 Epub Date: 2026-01-08 DOI: 10.1016/j.cemconres.2025.108131

Shunmin Xiao, Yi Jiang, Zihan Ma, Long Jiang, Jionghuang He, Qi Liu, Peiliang Shen, Chi Sun Poon

{"title":"Effect of Al/Si ratio on the reactivity of waste- and two-step carbonation-derived alumina-silica gel","authors":"Shunmin Xiao, Yi Jiang, Zihan Ma, Long Jiang, Jionghuang He, Qi Liu, Peiliang Shen, Chi Sun Poon","doi":"10.1016/j.cemconres.2025.108131","DOIUrl":"10.1016/j.cemconres.2025.108131","url":null,"abstract":"<div><div>Alumina-silica gels are highly reactive pozzolans derived from the carbonation of solid waste containing calcium and aluminosilicate. Their microstructure and reactivity are critically influenced by the Al/Si ratio, which in turn varies greatly depending on the original composition of the raw materials. In this study, alumina-silica gels with Al/Si ratios of 0.01–0.91 were synthesized through a two-step carbonation process, aiming at revealing their differences in pozzolanic reactivity. Findings indicate that their pozzolanic reactivity and reaction pathways were governed by chemical composition, Al<img>Si microstructural configuration, and resulting physical properties. An Al/Si ratio of 0.01 resulted in a gel with the highest porosity and specific surface area, as well as the lowest particle size. This gel rapidly formed C–S–H and nearly completed the reaction within 1 d, releasing the highest cumulative heat of 764.9 J/g during its reaction with calcium hydroxide. However, when the Al/Si ratio increased to 0.35, the gel reacted more slowly and exhibited two low-intensity exothermic peaks of 1.7 and 0.6 mW/g that were associated with C–A–S–H and strätlingite formation, respectively. Despite similar compositions and physical properties, gels differed in depolymerization and reaction rates. This was because the incorporation of Na acted as charge-balancing ions when Al tetrahedra replaced some of the Si tetrahedra. Particularly, for the gel with the highest Al/Si ratio of 0.91, its rich Na content greatly accelerated depolymerization. This caused a sharp increase in heat release between 12 and 60 h (218.2 J/g), with strätlingite as the main product.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"202 ","pages":"Article 108131"},"PeriodicalIF":13.1,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145908792","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Fast penetration testing of printable concretes with a portable device: robustness and calibration 可打印混凝土的快速渗透测试与便携式设备：稳健性和校准

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-04-01 Epub Date: 2026-01-15 DOI: 10.1016/j.cemconres.2026.108141

L. Caneda-Martínez , M. Hassan , L. Demont , E. Keita , P. Belin , V. de Bono , R. Mesnil , J.F. Caron , B. González-Fonteboa , N. Roussel

{"title":"Fast penetration testing of printable concretes with a portable device: robustness and calibration","authors":"L. Caneda-Martínez , M. Hassan , L. Demont , E. Keita , P. Belin , V. de Bono , R. Mesnil , J.F. Caron , B. González-Fonteboa , N. Roussel","doi":"10.1016/j.cemconres.2026.108141","DOIUrl":"10.1016/j.cemconres.2026.108141","url":null,"abstract":"<div><div>Concrete 3D printing demands rheological control tools tailored to this emerging construction technology. Conventional rheometry is often unsuitable for routine monitoring in industrial environments. This study investigates the use of a fast penetration test with a portable device as a simple, effective method to evaluate yield stress and structuration rate of printable concretes. Emphasis is placed on robustness, assessed through measurement variability rather than absolute values. Tests on clay-based reference pastes identify probe geometries minimizing operator influence and data dispersion. Probe and sample size effects are also examined. Calibration on reference pastes establishes geometry-specific conversion factors between penetration force and yield stress. These factors are then used to monitor yield stress evolution in printed concrete, with results compared to those from a pocket vane test. Findings indicate that the fast penetration method yields more robust, consistent measurements, supporting its suitability for rheological quality control in concrete 3D printing.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"202 ","pages":"Article 108141"},"PeriodicalIF":13.1,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145974562","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Effect of limestone filler on micro-scale creep of stoichiometrically saturated cement paste systems under coupled relative humidity and temperature conditions 相对湿度和温度耦合条件下石灰石填料对化学计量饱和水泥浆体系微尺度蠕变的影响

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-04-01 Epub Date: 2026-01-31 DOI: 10.1016/j.cemconres.2026.108145

Mahdiar Dargahi , Luca Sorelli

{"title":"Effect of limestone filler on micro-scale creep of stoichiometrically saturated cement paste systems under coupled relative humidity and temperature conditions","authors":"Mahdiar Dargahi , Luca Sorelli","doi":"10.1016/j.cemconres.2026.108145","DOIUrl":"10.1016/j.cemconres.2026.108145","url":null,"abstract":"<div><div>Reducing time-dependent deformation is critical for the long-term performance of ultra-high-performance concrete (UHPC), particularly when targeting low-clinker, low water-to-fine (w/f) ratio formulations. This study investigates the micro-scale creep behavior of cement paste systems incorporating fine limestone filler (LF) as partial cement substitution under coupled relative humidity (RH) and temperature (T) conditions. All mixtures were designed with a stoichiometrically saturated water-to-cement ratio (w/c = 0.40) to promote a high degree of hydration, whereas the water-to-fine (w/f) ratio was adjusted to form dense, UHPC-like matrices. Scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS) were used to analyze the porosity and microstructure of the cement paste systems. Using an advanced uniaxial creep recovery test on micrometer-sized prismatic specimens (150 × 150 × 300 μm<sup>3</sup>), the viscoelastic response was quantified under seven RH-T combinations. Substituting 30% of cement with LF increased the uniaxial creep modulus by 67% and reduced porosity by 25%. Across all systems, creep deformation increases with higher RH and T levels, and these effects are coupled, each amplifying the influence of the other. Within the investigated range, creep is more sensitive to RH variations than to T, although the inclusion of LF mitigates RH-T-induced creep amplification. Despite the environmental loading, all systems exhibited long-term logarithmic creep kinetics and a consistent recovery index (~ 56%). The study offers original micro-scale evidence that mineral filler addition not only improves the microstructure but also enhances long-term environmental robustness, supporting its role in the next generation of low-carbon, high-performance cement-based materials.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"202 ","pages":"Article 108145"},"PeriodicalIF":13.1,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"146074539","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Pore-scale simulation of reactive transport processes at the steel–concrete interface 钢-混凝土界面反应输运过程的孔隙尺度模拟

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-04-01 Epub Date: 2026-01-09 DOI: 10.1016/j.cemconres.2026.108132

Thilo Schmid , O. Burkan Isgor , Ueli Angst

{"title":"Pore-scale simulation of reactive transport processes at the steel–concrete interface","authors":"Thilo Schmid , O. Burkan Isgor , Ueli Angst","doi":"10.1016/j.cemconres.2026.108132","DOIUrl":"10.1016/j.cemconres.2026.108132","url":null,"abstract":"<div><div>Corrosion of steel in concrete involves complex transport and (electro-) chemical processes at the steel–concrete interface (SCI). Reactive transport modeling is a powerful tool to investigate these mechanisms and has strong potential to provide critical insights into corrosion-related deterioration and thereby contribute to ensuring the durability of traditional and modern low-carbon concretes. Traditional reactive transport models use homogenization techniques that are computationally efficient but overlook the detailed pore structure at the SCI. Our study introduces an approach that leverages high-resolution FIB-SEM nanotomograms to create discretized finite element domains, enabling direct pore-scale reactive transport modeling. We showcase selected examples involving aqueous species relevant to corrosion, including corrosion product precipitation in the interfacial pore network. Simulation results demonstrate that pore structure gives rise to significant local variations in concentrations and precipitate formation, thereby explaining the heterogeneity of corrosion phenomena in cementitious materials. Notably, narrow pores acting as transport bottlenecks caused local aqueous <figure><img></figure> accumulation, promoting <figure><img></figure> precipitation in contrast to more open regions. For comparison, a homogenized model – using independently computed diffusion tortuosity and porosity from 3D pore structures – was implemented. Remarkably, without parameter fitting, this model captured average trends but failed to resolve key localized phenomena like early corrosion product precipitation. We conclude that explicitly modeling pore-scale structures is essential for accurately capturing reactive transport processes at the SCI. Our framework offers a path towards more accurate simulation of micron- and sub-micron scale processes, challenging simplifying assumptions in traditional models, and emphasizing the need for incorporating local structural features at the SCI in corrosion modeling.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"202 ","pages":"Article 108132"},"PeriodicalIF":13.1,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145923707","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Heterogeneous fracture toughness of aggregate-reinforced materials via efficient mesoscopic modeling 基于高效细观模型的集料增强材料非均质断裂韧性研究

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-04-01 Epub Date: 2026-01-12 DOI: 10.1016/j.cemconres.2025.108130

Aram Bahmani , Farzan Farahmand , Hadi G. Kouchaki , Zakiye Nazari , Ramin Yousefi Nooraie , M.R.M. Aliha

{"title":"Heterogeneous fracture toughness of aggregate-reinforced materials via efficient mesoscopic modeling","authors":"Aram Bahmani , Farzan Farahmand , Hadi G. Kouchaki , Zakiye Nazari , Ramin Yousefi Nooraie , M.R.M. Aliha","doi":"10.1016/j.cemconres.2025.108130","DOIUrl":"10.1016/j.cemconres.2025.108130","url":null,"abstract":"<div><div>Accurate assessment of fracture toughness in aggregate-reinforced materials, such as concrete, is essential for predicting failure under various loading conditions. Conventional methods rely on homogeneous fracture parameters, overlooking the critical influence of mesostructural heterogeneity. We present a comprehensive framework to quantify heterogeneous fracture toughness by incorporating aggregate-scale features into finite element models. Realistic mesostructures were used to compute geometry factors and <em>T</em>-stress variations along the crack front, revealing substantial local variability due to aggregate dispersion and spatial randomness. By integrating these results with previously reported critical fracture loads, we determined lower and upper bounds of heterogeneous fracture toughness. Linear equations were developed to convert conventional homogeneous values into corresponding heterogeneous bounds. These findings underscore the role of mesostructure in defining fracture threshold zones. Our approach provides a generalizable methodology for evaluating fracture behavior in concrete, asphalt, and other aggregate-reinforced composites, with implications for design, performance assessment, and durability.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"202 ","pages":"Article 108130"},"PeriodicalIF":13.1,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145962368","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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1H NMR relaxation analysis of cement-based materials: The spin-lock T1ρ experiment and the partitioning of water in C-S-H inter-layer spaces 水泥基材料的1H NMR弛豫分析：自旋锁T1ρ实验和C-S-H层间空间中水的分配

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-03-01 Epub Date: 2025-12-23 DOI: 10.1016/j.cemconres.2025.108125

Peter J. McDonald , David A. Faux , Longfei Ma , Hong Wong

{"title":"1H NMR relaxation analysis of cement-based materials: The spin-lock T1ρ experiment and the partitioning of water in C-S-H inter-layer spaces","authors":"Peter J. McDonald , David A. Faux , Longfei Ma , Hong Wong","doi":"10.1016/j.cemconres.2025.108125","DOIUrl":"10.1016/j.cemconres.2025.108125","url":null,"abstract":"<div><div>In recent years, <sup>1</sup>H NMR relaxometry has become a mainstream methodology for study of the nano-porosity of cement-based materials. For the most part, measurements have been carried out using variants of the classic CPMG <span><math><msub><mrow><mi>T</mi></mrow><mrow><mn>2</mn></mrow></msub></math></span> and solid-echo NMR pulse sequences and, to a lesser extent, the inversion recovery <span><math><msub><mrow><mi>T</mi></mrow><mrow><mn>1</mn></mrow></msub></math></span> sequence.</div><div>Notwithstanding considerable successes, these methods all have one or another disadvantage, quite often associated with reliable differentiation of the so-called inter-layer and quasi-crystalline water fractions. In this paper, we introduce the application of the <span><math><msub><mrow><mi>T</mi></mrow><mrow><mn>1</mn><mi>ρ</mi></mrow></msub></math></span> spin-lock experiment as a convenient alternative methodology. Early results are presented. Measuring <span><math><msub><mrow><mi>T</mi></mrow><mrow><mn>1</mn><mi>ρ</mi></mrow></msub></math></span> overcomes some of the earlier difficulties, potentially has some wider advantages but also has raised some interesting questions of interpretation associated with the partitioning of water between C-S-H interlayer spaces and quasi-crystalline phases.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108125"},"PeriodicalIF":13.1,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145812863","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Factors influencing the micro-mechanical properties of MgO-SiO2 pastes 影响MgO-SiO2膏体微观力学性能的因素

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-03-01 Epub Date: 2025-12-02 DOI: 10.1016/j.cemconres.2025.108098

Charlotte Dewitte , Mateusz Wyrzykowski , Ellina Bernard

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Synergistic sulfate-alkaline activation of one-part volcanic pumice–cement binders: Mechanisms and microstructural evolution 单组分火山浮石-水泥粘结剂硫酸盐-碱协同活化：机理与微观结构演化

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-03-01 Epub Date: 2025-12-18 DOI: 10.1016/j.cemconres.2025.108103

Jesus López-Salas, J. Ivan Escalante-García

{"title":"Synergistic sulfate-alkaline activation of one-part volcanic pumice–cement binders: Mechanisms and microstructural evolution","authors":"Jesus López-Salas, J. Ivan Escalante-García","doi":"10.1016/j.cemconres.2025.108103","DOIUrl":"10.1016/j.cemconres.2025.108103","url":null,"abstract":"<div><div>The synergistic activation of a novel one-part volcanic pumice-PC hybrid binder with a Na₂SO₄-Al₂(SO₄)₃-Ca(OH)₂ (NŜ-AŜ-CH) ternary system was elucidated using a suite of advanced characterization techniques. The reaction proceeds via two distinct pathways: a rapid sulfatic pathway, where Al₂(SO₄)₃ promotes ettringite (AFt) formation for early strength, and a primary alkaline pathway, where the Na₂SO₄-Ca(OH)₂ synergy generates in-situ NaOH, driving VP dissolution and C-(N)-A-S-H formation. This resulted in a nearly threefold increase in 1-day strength, with optimized binders reaching over 70 MPa at 90 days. Long-term analysis reveals the “dual role” of AS, as its persistent AFt provides microstructural reinforcement. This leads to a “composite strength mechanism,” a key finding where high strength is achieved even in systems with a less polymerized silicate network (low Mean Chain Length). The NS-CH synergy, in contrast, is the primary driver for high polymerization, informing a new model for designing sustainable binders.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108103"},"PeriodicalIF":13.1,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145785131","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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Adsorption phenomena and surface interactions between superplasticisers and ground blast furnace slag and metakaolin particles in alkali solutions: Implications for low-carbon cements 碱溶液中高效增塑剂与高炉矿渣和偏高岭土颗粒的吸附现象和表面相互作用：对低碳水泥的影响

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-03-01 Epub Date: 2026-01-02 DOI: 10.1016/j.cemconres.2025.108127

Micael Rubens Cardoso da Silva , Jiahui Qi , Ian Ross , Ana Paula Kirchheim , Brant Walkley

{"title":"Adsorption phenomena and surface interactions between superplasticisers and ground blast furnace slag and metakaolin particles in alkali solutions: Implications for low-carbon cements","authors":"Micael Rubens Cardoso da Silva , Jiahui Qi , Ian Ross , Ana Paula Kirchheim , Brant Walkley","doi":"10.1016/j.cemconres.2025.108127","DOIUrl":"10.1016/j.cemconres.2025.108127","url":null,"abstract":"<div><div>The performance of superplasticisers in alkali-activated materials (AAMs) remains poorly understood, limiting the wider adoption of low-carbon cement technologies. This study examines the behaviour of lignosulfonate- (LS), naphthalene- (NP), and polycarboxylate ether (PCE)-based superplasticisers in NaOH/Na₂SiO₃-activated systems with ground granulated blast furnace slag (GGBFS) and metakaolin (MK). The adsorption phenomena and polymer conformation were investigated by combining mini-slump tests (flow behaviour), ATR-FTIR (chemical interactions), DLS (polymer size), TEM-EDX (polymer conformation), zeta potential measurements (surface charge), and total organic carbon analysis (polymer uptake). Results show that in both GGBFS and MK systems, high alkalinity alters polymer ionisation, suppresses electrostatic interactions, reduces superplasticiser solubility, and drives polymer agglomeration. In GGBFS systems, Ca<sup>2+</sup> enhances superplasticiser adsorption to solid particles. LS-based superplasticisers demonstrated superior alkaline resistance, slump retention, and adsorption capacity relative to NP and PCE. These findings provide new mechanistic insights to guide the design of high-performance superplasticisers tailored for low-carbon AAM systems.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108127"},"PeriodicalIF":13.1,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145880213","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

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The role of clinker mineralogy in cement properties: An analysis using statistical mixture design 熟料矿物学在水泥性能中的作用：使用统计混合料设计的分析

IF 13.1 1区工程技术

Cement and Concrete Research Pub Date : 2026-03-01 Epub Date: 2025-12-17 DOI: 10.1016/j.cemconres.2025.108102

José S. Andrade Neto , Ivo C. Carvalho , Henrique A. Santana , Paulo Matos , Ana Paula Kirchheim

{"title":"The role of clinker mineralogy in cement properties: An analysis using statistical mixture design","authors":"José S. Andrade Neto , Ivo C. Carvalho , Henrique A. Santana , Paulo Matos , Ana Paula Kirchheim","doi":"10.1016/j.cemconres.2025.108102","DOIUrl":"10.1016/j.cemconres.2025.108102","url":null,"abstract":"<div><div>This study applied a statistical mixture design to assess the influence of clinker composition and mineralogy on early hydration and strength. Twenty-one mixtures were prepared using six industrial clinkers with distinct mineralogical characteristics. Hydration was assessed using isothermal calorimetry, X-ray diffraction (XRD) and thermogravimetric analysis (TGA). Compressive strength was measured at 1 and 28 days. The results revealed that alkali content (Na<sub>2</sub>Oeq) was the most influential parameter controlling cumulative heat release up to 72 h. Interestingly, no clear correlation was observed between bulk phase content and early strength, emphasizing that mineralogical composition alone is not a reliable predictor of performance. These findings underscore the complexity of hydration mechanisms and highlight the importance of controlling clinker chemistry and mineralogy. Moreover, statistical mixture design proved an effective tool for exploring multivariate interactions governing hydration and strength development.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108102"},"PeriodicalIF":13.1,"publicationDate":"2026-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145797700","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0