Pub Date : 2025-12-20DOI: 10.1016/j.cemconres.2025.108122
Yuliang Wang, Shengnan Sha, Hailong Ye
The mechanism responsible for the reduced dispersing efficiency of polycarboxylate ether (PCE) superplasticizers in carbonate-activated slag system (AAS) remains controversial and ambiguous, particularly regarding the roles of carbonate anions and early-formed phases. This study systematically evaluated the fluidity and adsorption behavior of PCE in K₂CO₃-activated slag with varying alkali modulus and in CaO-K₂CO₃-activated slag. Results show that in K₂CO₃-activated slag systems, the inefficiency of PCE at low dosages (≤ 1 mg/g binder) is primarily due to its preferential adsorption onto early-formed calcium carbonate phases. At higher dosages (> 1 mg/g), both competitive adsorption by CO₃2− ions and conformational collapse of PCE macromolecules dominate its reduced dispersing performance. In CaO–K₂CO₃-activated systems, early-formed calcium carbonate phases still consume part of the PCE at low dosages (≤ 4 mg/g). However, CaO reduces CO₃2− ion concentration, weakening competitive adsorption and improving PCE dispersing efficiency compared to K₂CO₃-activated systems.
{"title":"The role of carbonate anions and early-formed phases on the efficiency of PCE in alkali-activated slag","authors":"Yuliang Wang, Shengnan Sha, Hailong Ye","doi":"10.1016/j.cemconres.2025.108122","DOIUrl":"10.1016/j.cemconres.2025.108122","url":null,"abstract":"<div><div>The mechanism responsible for the reduced dispersing efficiency of polycarboxylate ether (PCE) superplasticizers in carbonate-activated slag system (AAS) remains controversial and ambiguous, particularly regarding the roles of carbonate anions and early-formed phases. This study systematically evaluated the fluidity and adsorption behavior of PCE in K₂CO₃-activated slag with varying alkali modulus and in CaO-K₂CO₃-activated slag. Results show that in K₂CO₃-activated slag systems, the inefficiency of PCE at low dosages (≤ 1 mg/g binder) is primarily due to its preferential adsorption onto early-formed calcium carbonate phases. At higher dosages (> 1 mg/g), both competitive adsorption by CO₃<sup>2−</sup> ions and conformational collapse of PCE macromolecules dominate its reduced dispersing performance. In CaO–K₂CO₃-activated systems, early-formed calcium carbonate phases still consume part of the PCE at low dosages (≤ 4 mg/g). However, CaO reduces CO₃<sup>2−</sup> ion concentration, weakening competitive adsorption and improving PCE dispersing efficiency compared to K₂CO₃-activated systems.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108122"},"PeriodicalIF":13.1,"publicationDate":"2025-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145785099","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}
Pub Date : 2025-12-20DOI: 10.1016/j.cemconres.2025.108123
Tulio Honorio , Walter Batista Bonfim , Oswaldo Cascudo
The impedance and complex electrical conductivity of C-S-H have not been directly measured, even though electromagnetic measurements are a key non-destructive technique for probing cement systems. Here, we evaluate the frequency-dependent electrical conductivity of C-S-H using molecular dynamics simulations for the first time. The effect of nanopore size is assessed for pores spanning the interlayer to the gel range, showing that interlayer conductivity is governed by subdiffusive ion dynamics while Fickean dynamics drives gel pores behavior. Ionic self-correlations dominate the conductivity, while water–ion and solid–ion contributions are smaller but non-negligible. By combining molecular dynamics with mean-field homogenization, we obtain gel-scale estimates consistent with available data (i.e., with ratio between gel conductivity and pore solution conductivity on the order of 1/100). As with other transport properties, accounting for anisotropy and associated dimensionality loss is critical for understanding electrical conductivity bottom-up. Our results provide direct evaluation of the frequency-dependent conductivity of C-S-H, offering valuable input for multiscale modeling and for interpreting electromagnetic measurements of cementitious materials.
{"title":"Impedance and electrical conductivity of C-S-H","authors":"Tulio Honorio , Walter Batista Bonfim , Oswaldo Cascudo","doi":"10.1016/j.cemconres.2025.108123","DOIUrl":"10.1016/j.cemconres.2025.108123","url":null,"abstract":"<div><div>The impedance and complex electrical conductivity of C-S-H have not been directly measured, even though electromagnetic measurements are a key non-destructive technique for probing cement systems. Here, we evaluate the frequency-dependent electrical conductivity of C-S-H using molecular dynamics simulations for the first time. The effect of nanopore size is assessed for pores spanning the interlayer to the gel range, showing that interlayer conductivity is governed by subdiffusive ion dynamics while Fickean dynamics drives gel pores behavior. Ionic self-correlations dominate the conductivity, while water–ion and solid–ion contributions are smaller but non-negligible. By combining molecular dynamics with mean-field homogenization, we obtain gel-scale estimates consistent with available data (i.e., with ratio between gel conductivity and pore solution conductivity on the order of 1/100). As with other transport properties, accounting for anisotropy and associated dimensionality loss is critical for understanding electrical conductivity bottom-up. Our results provide direct evaluation of the frequency-dependent conductivity of C-S-H, offering valuable input for multiscale modeling and for interpreting electromagnetic measurements of cementitious materials.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108123"},"PeriodicalIF":13.1,"publicationDate":"2025-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145785097","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}
Pub Date : 2025-12-19DOI: 10.1016/j.cemconres.2025.108116
Mengyu Zhu , Yuxuan Chen , S.R. van der Laan , Tao Liu , Qingliang Yu
The limited hydraulic reactivity of Basic Oxygen Furnace (BOF) slag, caused by its low-aluminum and high-iron composition, restricts its high-value applications. This study employs sodium aluminate (NaAlO2, NA) as an activator, with a focus on the mechanistic role of Al(OH)4− in modulating the hydration pathways of belite in BOF slag. Systematic investigations of phase evolution, microstructural development, pore solution chemistry, and mechanical properties reveal that NA significantly enhances the early reactivity of belite and brownmillerite and promotes the formation of Si(Fe)-rich hydrogarnet and C(N)-A-S-H gels, enabling synergistic hydration between belite and brownmillerite at early ages. The NA-activated pastes develop a denser microstructure, exhibiting quadrupled early strength compared to the non-activated system. Crucially, the system demonstrates superior environmental performance, with heavy metal leaching concentrations consistently below regulatory thresholds. These findings elucidate the activation mechanisms of NA and propose a viable strategy for advanced BOF slag utilization.
碱性氧炉(BOF)炉渣由于其低铝高铁的成分,导致其水力反应性有限,制约了其高价值应用。本研究采用铝酸钠(NaAlO2, NA)作为活化剂,重点研究了Al(OH)4−在转炉炉渣中调节白石水化途径的机理。系统的相演化、微观结构发育、孔隙溶液化学和力学性能研究表明,NA显著增强了白橄榄石和褐粒石的早期反应活性,促进了富Si(Fe)水榴石和C(N) a - s - h凝胶的形成,使白橄榄石和褐粒石在早期发生协同水化作用。与未激活的体系相比,na激活的膏体具有更致密的微观结构,表现出四倍的早期强度。至关重要的是,该系统表现出优越的环保性能,重金属浸出浓度始终低于监管阈值。这些发现阐明了NA的活化机理,并为转炉炉渣的高级利用提出了可行的策略。
{"title":"Sodium aluminate activated BOF steel slag: Impact of Al(OH)4− on reaction mechanism","authors":"Mengyu Zhu , Yuxuan Chen , S.R. van der Laan , Tao Liu , Qingliang Yu","doi":"10.1016/j.cemconres.2025.108116","DOIUrl":"10.1016/j.cemconres.2025.108116","url":null,"abstract":"<div><div>The limited hydraulic reactivity of Basic Oxygen Furnace (BOF) slag, caused by its low-aluminum and high-iron composition, restricts its high-value applications. This study employs sodium aluminate (NaAlO<sub>2</sub>, NA) as an activator, with a focus on the mechanistic role of Al(OH)<sub>4</sub><sup>−</sup> in modulating the hydration pathways of belite in BOF slag. Systematic investigations of phase evolution, microstructural development, pore solution chemistry, and mechanical properties reveal that NA significantly enhances the early reactivity of belite and brownmillerite and promotes the formation of Si(Fe)-rich hydrogarnet and C(N)-A-S-H gels, enabling synergistic hydration between belite and brownmillerite at early ages. The NA-activated pastes develop a denser microstructure, exhibiting quadrupled early strength compared to the non-activated system. Crucially, the system demonstrates superior environmental performance, with heavy metal leaching concentrations consistently below regulatory thresholds. These findings elucidate the activation mechanisms of NA and propose a viable strategy for advanced BOF slag utilization.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108116"},"PeriodicalIF":13.1,"publicationDate":"2025-12-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145785100","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}
Pub Date : 2025-12-18DOI: 10.1016/j.cemconres.2025.108103
Jesus López-Salas, J. Ivan Escalante-García
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.
采用一系列先进的表征技术,研究了一种新型的单组分火山浮石- pc复合粘结剂与Na₂SO₄-Al₂(SO₄)₃-Ca(OH)₂(NŜ-AŜ-CH)三元体系的协同活化作用。反应通过两种不同的途径进行:快速硫酸途径,其中Al₂(SO₄)₃促进钙矾石(AFt)的形成以获得早期强度;初级碱性途径,其中Na₂SO₄- ca (OH) 2协同作用产生原位NaOH,驱动VP溶解和C-(N) a -s - h的形成。这使得1天的强度增加了近3倍,优化后的粘合剂在90天的强度超过70 MPa。长期分析揭示了AS的“双重作用”,因为其持久的AFt提供了微观结构的强化。这导致了“复合强度机制”,这是一个关键的发现,即使在具有较少聚合硅酸盐网络(低平均链长)的系统中也能实现高强度。相比之下,NS-CH协同作用是高聚合的主要驱动因素,为设计可持续粘合剂提供了新的模型。
{"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":"2025-12-18","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}
Pub Date : 2025-12-18DOI: 10.1016/j.cemconres.2025.108120
Hengrui Liu , Kaiyin Zhao , Shipeng Zhang , Hanghua Zhang , Shuangshuang Liu , Lucen Hao , Hongyan Ma , Kamal Khayat , Chi Sun Poon
The evolution of microstructure in cementitious materials during their transition from fluid to solid state plays a critical role in determining their ultimate mechanical strength and overall performance. This hydration stage primarily involves a dynamic densification process occurring within the colloidal network. However, the field of cement-based materials currently lacks a comprehensive theoretical framework and associated parameters capable of effectively characterizing the specific structural regions within this network. In this study, we propose an Improved Particle Linkage (IPL) theory for describing the strength, types, and quantities of particle linkages within colloidal network. The IPL theory classifies the internal network structure into three distinct regions, namely the αweak, βstrong and γinherent. The γinherent and βstrong region predominantly influence the strength of the colloidal network at the initial and later hydration stages, respectively, whereas the αweak region contributes steadily to the network strength across all hydration stages. Furthermore, the progressive intensification of the βstrong region during hydration is identified as the principal driving factor for microstructural evolution, leading to a critical transition point in fresh properties. Additionally, a novel parameter, termed the network hydration index (ξ), to quantitatively characterize the overall degree of hydration within the colloidal network is establishment.
{"title":"New insights into dynamic evolution of colloidal network structure during early-age hardening of cementitious materials","authors":"Hengrui Liu , Kaiyin Zhao , Shipeng Zhang , Hanghua Zhang , Shuangshuang Liu , Lucen Hao , Hongyan Ma , Kamal Khayat , Chi Sun Poon","doi":"10.1016/j.cemconres.2025.108120","DOIUrl":"10.1016/j.cemconres.2025.108120","url":null,"abstract":"<div><div>The evolution of microstructure in cementitious materials during their transition from fluid to solid state plays a critical role in determining their ultimate mechanical strength and overall performance. This hydration stage primarily involves a dynamic densification process occurring within the colloidal network. However, the field of cement-based materials currently lacks a comprehensive theoretical framework and associated parameters capable of effectively characterizing the specific structural regions within this network. In this study, we propose an Improved Particle Linkage (IPL) theory for describing the strength, types, and quantities of particle linkages within colloidal network. The IPL theory classifies the internal network structure into three distinct regions, namely the α<sub>weak</sub>, β<sub>strong</sub> and γ<sub>inherent</sub>. The γ<sub>inherent</sub> and β<sub>strong</sub> region predominantly influence the strength of the colloidal network at the initial and later hydration stages, respectively, whereas the α<sub>weak</sub> region contributes steadily to the network strength across all hydration stages. Furthermore, the progressive intensification of the β<sub>strong</sub> region during hydration is identified as the principal driving factor for microstructural evolution, leading to a critical transition point in fresh properties. Additionally, a novel parameter, termed the network hydration index (ξ), to quantitatively characterize the overall degree of hydration within the colloidal network is establishment.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108120"},"PeriodicalIF":13.1,"publicationDate":"2025-12-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145785132","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}
Pub Date : 2025-12-17DOI: 10.1016/j.cemconres.2025.108102
José S. Andrade Neto , Ivo C. Carvalho , Henrique A. Santana , Paulo Matos , Ana Paula Kirchheim
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 (Na2Oeq) 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.
{"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":"2025-12-17","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}
Pub Date : 2025-12-17DOI: 10.1016/j.cemconres.2025.108115
Changqing Wang , Yuelan Lu , Zhiming Ma
This study systematically explores the interfacial transition zone (ITZ) strengthening mechanisms in microfiber-reinforced recycled cementitious composites (MF-RCC) under carbonation treatment, primarily through quantitative nanoindentation mapping combined with supportive 4D CT imaging. Nanoindentation was innovatively adopted to quantify ITZ enhancement, revealing significant increases of approximately 42 % in local hardness and 48 % in elastic modulus after carbonation. A statistical deconvolution model was established to interpret the nanoindentation data, clearly showing a shift toward higher hardness and reduced variability (homogeneity improved by approximately 35 %) in the carbonated specimens. Complementary 4D CT characterization validated these findings, indicating a noticeable reduction of porosity by approximately 40 %, thus supporting the mechanical densification of the ITZ. The integrated nanoindentation and statistical modeling results highlight carbonation combined with microfiber reinforcement as an effective approach to optimize interfacial properties and mechanical stability, providing quantitative insights for the sustainable design of recycled cementitious materials.
{"title":"Quantitative characterization of interfacial enhancement in microfiber-reinforced recycled cementitious composites after carbonation using nanoindentation combined with 4D CT","authors":"Changqing Wang , Yuelan Lu , Zhiming Ma","doi":"10.1016/j.cemconres.2025.108115","DOIUrl":"10.1016/j.cemconres.2025.108115","url":null,"abstract":"<div><div>This study systematically explores the interfacial transition zone (ITZ) strengthening mechanisms in microfiber-reinforced recycled cementitious composites (MF-RCC) under carbonation treatment, primarily through quantitative nanoindentation mapping combined with supportive 4D CT imaging. Nanoindentation was innovatively adopted to quantify ITZ enhancement, revealing significant increases of approximately 42 % in local hardness and 48 % in elastic modulus after carbonation. A statistical deconvolution model was established to interpret the nanoindentation data, clearly showing a shift toward higher hardness and reduced variability (homogeneity improved by approximately 35 %) in the carbonated specimens. Complementary 4D CT characterization validated these findings, indicating a noticeable reduction of porosity by approximately 40 %, thus supporting the mechanical densification of the ITZ. The integrated nanoindentation and statistical modeling results highlight carbonation combined with microfiber reinforcement as an effective approach to optimize interfacial properties and mechanical stability, providing quantitative insights for the sustainable design of recycled cementitious materials.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108115"},"PeriodicalIF":13.1,"publicationDate":"2025-12-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145797701","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}
Pub Date : 2025-12-16DOI: 10.1016/j.cemconres.2025.108118
Jiaze Wang , Hangjie Zhou , Yufeng Song , Chengzhuo Xie , Cise Unluer , Shaoqin Ruan
The reactivity of magnesia (MgO) is a critical determinant of the performance of magnesia-based cements. While conventional theory correlates MgO reactivity primarily with specific surface area (SSA), this study utilizes a multi-technique approach to reveal a more complex dependency governed by the interplay between pore structure and surface defect density. Through controlled synthesis of MgO from calcinating Mg(OH)2 at 400, 500, and 600 °C for 2 h, we demonstrate that the sample calcined at 500 °C (S5–2) exhibits the highest reactivity, despite possessing a lower SSA than the 400 °C counterpart. A multi-technique approach, combining TEM, in-situ XRD, BET, LF-NMR, XPS, PL, and ESR analyses, reveals that this enhanced reactivity is strongly correlated with a synergistic combination of a favorable mesoporous architecture (~10–100 nm), hypothesized to facilitate efficient water transport, and a maximized concentration of surface oxygen vacancies, which are believed to promote hydrolysis. This perspective supplements existing theory and provides guidance for designing magnesia cements with stable and reproducible performance, addressing one of the major challenges in this field.
{"title":"Revisiting MgO reactivity: The critical role of mesopores and surface defects of particles","authors":"Jiaze Wang , Hangjie Zhou , Yufeng Song , Chengzhuo Xie , Cise Unluer , Shaoqin Ruan","doi":"10.1016/j.cemconres.2025.108118","DOIUrl":"10.1016/j.cemconres.2025.108118","url":null,"abstract":"<div><div>The reactivity of magnesia (MgO) is a critical determinant of the performance of magnesia-based cements. While conventional theory correlates MgO reactivity primarily with specific surface area (SSA), this study utilizes a multi-technique approach to reveal a more complex dependency governed by the interplay between pore structure and surface defect density. Through controlled synthesis of MgO from calcinating Mg(OH)<sub>2</sub> at 400, 500, and 600 °C for 2 h, we demonstrate that the sample calcined at 500 °C (S5–2) exhibits the highest reactivity, despite possessing a lower SSA than the 400 °C counterpart. A multi-technique approach, combining TEM, in-situ XRD, BET, LF-NMR, XPS, PL, and ESR analyses, reveals that this enhanced reactivity is strongly correlated with a synergistic combination of a favorable mesoporous architecture (~10–100 nm), hypothesized to facilitate efficient water transport, and a maximized concentration of surface oxygen vacancies, which are believed to promote hydrolysis. This perspective supplements existing theory and provides guidance for designing magnesia cements with stable and reproducible performance, addressing one of the major challenges in this field.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108118"},"PeriodicalIF":13.1,"publicationDate":"2025-12-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145797702","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}
Despite their global abundance, heterogenous clays are often excluded from SCM applications, due to their limited pozzolanicity. This study investigates hydration evolution, particularly aluminum uptake pathways, in statistically designed cement blends incorporating thermo-mechanochemically activated low-kaolinite clays.
Despite kaolinite contents below 40%, a 30% binary blend achieved 110% and 125% of OPC strength at 7 and 56 days, respectively, while reducing total porosity by 42% at 56 days. 29Si NMR indicated an increase in silicate chain length in C-(A)-S-H, correlating with pore structure refinement and strength gain in 56 days of hydration. 27Al NMR revealed a preferential incorporation of aluminum into C-(A)-S-H rather than AFm phases. This behavior is attributed to the lower alumina availability in the system compared to LC3 blends, suggesting that in such environments, C-(A)-S-H becomes the dominant host phase for aluminum. This incorporation pathway reduces the Al availability for carbonate-AFm formation, limiting the synergy typically observed in LC3 systems with added limestone.
尽管非均质粘土在全球范围内丰富,但由于其有限的火山喷发性,它们通常被排除在SCM应用之外。本研究调查了统计设计的水泥混合物中水化演化,特别是铝的吸收途径,这些水泥混合物含有热机械化学活化的低高岭石粘土。尽管高岭石含量低于40%,但30%的二元共混物在第7天和第56天分别达到了OPC强度的110%和125%,同时在第56天将总孔隙度降低了42%。29Si核磁共振表明,C-(A)- s - h中的硅酸盐链长增加,这与水化56 d后孔隙结构的细化和强度的增加有关。27Al核磁共振显示铝优先掺入C-(a)- s - h相,而不是AFm相。这种行为归因于与LC3混合物相比,体系中氧化铝的可用性较低,这表明在这种环境下,C-(A)- s - h成为铝的主要宿主相。这种掺入途径降低了Al对碳酸盐- afm形成的可用性,限制了在添加石灰石的LC3体系中通常观察到的协同作用。
{"title":"Evolution of hydration in cement blends with incorporation of activated low-kaolinite clays: Insights into the preferred aluminum uptake by C-(A)-S-H","authors":"Amrita Hazarika , Liming Huang , Joao Figueira , Arezou Babaahmadi","doi":"10.1016/j.cemconres.2025.108086","DOIUrl":"10.1016/j.cemconres.2025.108086","url":null,"abstract":"<div><div>Despite their global abundance, heterogenous clays are often excluded from SCM applications, due to their limited pozzolanicity. This study investigates hydration evolution, particularly aluminum uptake pathways, in statistically designed cement blends incorporating thermo-mechanochemically activated low-kaolinite clays.</div><div>Despite kaolinite contents below 40%, a 30% binary blend achieved 110% and 125% of OPC strength at 7 and 56 days, respectively, while reducing total porosity by 42% at 56 days. <sup>29</sup>Si NMR indicated an increase in silicate chain length in C-(A)-S-H, correlating with pore structure refinement and strength gain in 56 days of hydration. <sup>27</sup>Al NMR revealed a preferential incorporation of aluminum into C-(A)-S-H rather than AFm phases. This behavior is attributed to the lower alumina availability in the system compared to LC3 blends, suggesting that in such environments, C-(A)-S-H becomes the dominant host phase for aluminum. This incorporation pathway reduces the Al availability for carbonate-AFm formation, limiting the synergy typically observed in LC3 systems with added limestone.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108086"},"PeriodicalIF":13.1,"publicationDate":"2025-12-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145731815","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}
Pub Date : 2025-12-11DOI: 10.1016/j.cemconres.2025.108104
Fangxian Li , Chaofeng Zhang , Qiang Yu , Li Zheng , Jiangxiong Wei , Qijun Yu
Ice-templating enables ordered porous architectures but fails in geopolymers due to suppressed reactions at cryogenic temperatures and water loss during sublimation, yielding fragile scaffolds. We propose an in situ reaction strategy that converts ice from a passive porogen into a controlled-release solvent. By introducing a staged low-temperature polymerization (−5 °C to +5 °C) before sublimation, the gradually melting ice initiates geopolymerization in situ, forming a C-(A)-S-H gel that strengthens pore walls. This approach prevents collapse, ensures faithful ice-template replication, and yields porous geopolymers with compressive strength above 6.5 MPa, far exceeding conventional counterparts (<2 MPa). The materials exhibit pronounced anisotropy (σz/σy > 3.6) and well-defined lamellar pores. This strategy addresses a key limitation in ice-templating and opens pathways for fabricating high-performance porous materials from water-dependent reactive systems.
冰模板可以实现有序的多孔结构,但由于在低温下抑制反应和升华过程中的水分损失,在地聚合物中失败,产生脆弱的支架。我们提出了一种原位反应策略,将冰从被动多孔介质转化为控释溶剂。通过在升华前引入阶段低温聚合(- 5°C至+5°C),逐渐融化的冰在原位引发地聚合,形成C-(a)- s - h凝胶,增强孔壁。这种方法可以防止坍塌,确保忠实的冰模板复制,并产生抗压强度超过6.5 MPa的多孔地聚合物,远远超过传统的同类产品(2 MPa)。材料具有明显的各向异性(σz/σy > 3.6)和清晰的层状孔隙。该策略解决了冰模板的一个关键限制,并为利用依赖水的反应体系制造高性能多孔材料开辟了途径。
{"title":"In situ reaction-strengthening of ice-templated porous geopolymers for high anisotropy and robustness","authors":"Fangxian Li , Chaofeng Zhang , Qiang Yu , Li Zheng , Jiangxiong Wei , Qijun Yu","doi":"10.1016/j.cemconres.2025.108104","DOIUrl":"10.1016/j.cemconres.2025.108104","url":null,"abstract":"<div><div>Ice-templating enables ordered porous architectures but fails in geopolymers due to suppressed reactions at cryogenic temperatures and water loss during sublimation, yielding fragile scaffolds. We propose an <em>in situ</em> reaction strategy that converts ice from a passive porogen into a controlled-release solvent. By introducing a staged low-temperature polymerization (−5 °C to +5 °C) before sublimation, the gradually melting ice initiates geopolymerization <em>in situ</em>, forming a C-(A)-S-H gel that strengthens pore walls. This approach prevents collapse, ensures faithful ice-template replication, and yields porous geopolymers with compressive strength above 6.5 MPa, far exceeding conventional counterparts (<2 MPa). The materials exhibit pronounced anisotropy (σ<sub>z</sub>/σ<sub>y</sub> > 3.6) and well-defined lamellar pores. This strategy addresses a key limitation in ice-templating and opens pathways for fabricating high-performance porous materials from water-dependent reactive systems.</div></div>","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"201 ","pages":"Article 108104"},"PeriodicalIF":13.1,"publicationDate":"2025-12-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145731821","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}