Paula Montserrat-Torres, Frank Winnefeld, Barbara Lothenbach
{"title":"Impact of nesquehonite on hydration and strength of MgO-based cements","authors":"Paula Montserrat-Torres, Frank Winnefeld, Barbara Lothenbach","doi":"10.1016/j.cemconres.2024.107772","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107772","url":null,"abstract":"Hydrated magnesium carbonate cements prepared from MgO and carbonates such as hydromagnesite (Mg<sub>5</sub>(CO<sub>3</sub>)<sub>4</sub>(OH)<sub>2</sub>·4H<sub>2</sub>O) or nesquehonite (MgCO<sub>3</sub>ˑ3H<sub>2</sub>O) have potential for carbon sequestration during hardening. This study investigates the hydration of MgO/nesquehonite blends with up to 50 wt% of nesquehonite. Nesquehonite is highly reactive in the presence of MgO and water. The replacement of 50 wt% MgO by nesquehonite causes a significant increase of compressive strength at higher nesquehonite contents with up to 43–44 MPa after 28 days. However nesquehonite delays early hydration and strength development. Progressive changes in XRD peak position and peak broadening with increasing amount of carbonate indicate the formation of hydrous carbonate-containing brucite, HCB, with variable content of gel-like water and CO<sub>2</sub> as confirmed by FTIR and TGA. This research indicate a high potential of nesquehonite to permanently store CO<sub>2</sub> in MgO-based cements, as up to 15 wt% of CO<sub>2</sub> can be taken up in the hydrated solid phase.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"53 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142857996","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}
C. Paillard, N. Sanson, J.-B. d’Espinose de Lacaillerie, M. Palacios, P. Boustingorry, M. Jachiet, C. Giraudeau, V. Kocaba
{"title":"An experimental review of the reaction paths followed by alkali-activated slag pastes","authors":"C. Paillard, N. Sanson, J.-B. d’Espinose de Lacaillerie, M. Palacios, P. Boustingorry, M. Jachiet, C. Giraudeau, V. Kocaba","doi":"10.1016/j.cemconres.2024.107765","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107765","url":null,"abstract":"NMR, XRD, mechanical strength measurements, bound water quantification and isothermal calorimetry were combined to contrast the degree of reaction and the paths followed by slag under the influence of three activators: NaOH, Na<sub>2</sub>CO<sub>3</sub>, and Na<sub>2</sub>Si<sub>1.7</sub>O<sub>4.4</sub>. NaOH-activation led to the concomitant formation of a very ordered C-A-S-H gel and of hydrotalcite, giving rise to early mechanical strength. For Na<sub>2</sub>Si<sub>1.7</sub>O<sub>4.4</sub>, a N-A-S-H gel formed first due to the high quantities of silicon in solution. This led to quick setting but no mechanical strength. Later, an amorphous C-A-S-H gel provided mechanical strength, while an aluminate phase precipitated. Finally, Na<sub>2</sub>CO<sub>3</sub>-activation also led to the formation of N-A-S-H, formation favored by the initial consumption of calcium to form calcite. This did not bring any real structuration and mechanical strength. Only after a few days of hydration did the mechanical strength improve with the precipitation of amorphous C-A-S-H, an ill-defined hydrated aluminate phase, and of gaylussite.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"78 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142841253","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}
Wahab Abdul, Christiane Rößler, Holger Kletti, Chancel Mawalala, Alexander Pisch, Marcus N. Bannerman, Theodore Hanein
{"title":"On the variability of industrial Portland cement clinker: Microstructural characterisation and the fate of chemical elements","authors":"Wahab Abdul, Christiane Rößler, Holger Kletti, Chancel Mawalala, Alexander Pisch, Marcus N. Bannerman, Theodore Hanein","doi":"10.1016/j.cemconres.2024.107773","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107773","url":null,"abstract":"Portland cement (PC) has been used and developed since the early 19th century. Although the compositional ranges of PC clinkers are generally specified in standards, there is a lack of information on the variability of industrial clinkers. Furthermore, with an increase in the use of alternative mineral and fuel feeds, it is important to understand the evolution of clinker chemistry and mineralogy which affects hydraulic reactivity. In this work, 27 clinkers, selected to span the limits of clinker manufacturing, are characterised using X-Ray fluorescence (XRF), X-Ray diffraction (XRD), and scanning electron microscopy - energy dispersive X-ray spectroscopy (SEM-EDX). These are compared against clinker data from literature, which provides a comparison between modern clinkers and historical clinkers analysed over 50 years ago. Finally, the clinker datasets are used to carry out and compare different calculation methods including Bogue, modified Bogue, and Gibbs energy minimisation using a published stoichiometric thermodynamic database.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"19 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142825561","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}
Marco Simoni, Aniruddha Baral, Zhili Ren, Tristana Y. Duvallet, Robert B. Jewell, Christiane Rößler, Theodore Hanein
{"title":"Production of alinite-chlormayenite clinker and its hydration behavior with increasing gypsum content","authors":"Marco Simoni, Aniruddha Baral, Zhili Ren, Tristana Y. Duvallet, Robert B. Jewell, Christiane Rößler, Theodore Hanein","doi":"10.1016/j.cemconres.2024.107774","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107774","url":null,"abstract":"An alternative low-energy alinite-chlormayenite clinker was produced and its hydration with different gypsum content was studied. The clinker was produced at 1225 °C using reagent-grade materials in an electric kiln with alinite, larnite, and chlormayenite content of 48, 24, and 16 wt%, respectively. The hydration kinetics of the clinker with different gypsum additions (0,10, 20, and 40 wt%) did not have a distinct induction period, and the hydration was faster than Portland cement. Alinite was in general more reactive than chlormayenite. In the presence of a limited amount of gypsum (10 and 20 wt%), alinite consumed gypsum to form ettringite within the first hour of hydration, and both alinite and chlormayenite formed Friedel's salt after gypsum was exhausted. Sufficient gypsum availability (40 wt%) slowed down the dissolution of alinite and chlormayenite for the first hour of hydration but enabled both chlormayenite and alinite to form ettringite.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"29 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142809596","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}
Yibing Zuo, Yun Chen, Chen Liu, Yidong Gan, Luise Göbel, Guang Ye, John L. Provis
{"title":"Modeling and simulation of alkali-activated materials (AAMs): A critical review","authors":"Yibing Zuo, Yun Chen, Chen Liu, Yidong Gan, Luise Göbel, Guang Ye, John L. Provis","doi":"10.1016/j.cemconres.2024.107769","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107769","url":null,"abstract":"Alkali-activated materials (AAMs) are a class of potentially eco-friendly construction materials that can contribute to reduce the environmental impact of the construction sector by offering an alternative to Portland cement (PC). With the rapid development of both computational capabilities and theoretical insights into alkali-activation reaction processes, there has been a surge in research activities worldwide, leading to a growing demand for computational methods that can describe different characteristics of AAMs. This review summarizes the collective efforts made in the past two decades on this topic, and highlights the most relevant results and advances in the aspects of atomistic simulation, thermodynamic modeling, microstructure/−based simulation, and multi-scale modeling. The gaps and challenges in current numerical research on AAMs are pointed out and discussed in comparison with PC-based materials. This review aims to provide a critical overview of the state-of-the-art in modeling and simulating AAMs, while also outlining potential avenues for future development.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"78 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142797666","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}
Ratan K. Mishra, Samir Darouich, Pieter J. in 't Veld, Robert J. Flatt, Hendrik Heinz
{"title":"Understanding hydration reactions, mechanical properties, thermal expansion, and organic interfacial interactions of calcium sulfate hydrates from the atomic scale","authors":"Ratan K. Mishra, Samir Darouich, Pieter J. in 't Veld, Robert J. Flatt, Hendrik Heinz","doi":"10.1016/j.cemconres.2024.107740","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107740","url":null,"abstract":"Calcium sulfates such as anhydrite, hemihydrate, and gypsum are used extensively in building materials, wall board, and biomaterials. The correlation between nanoscale structure and macroscopic properties, however, remains incompletely understood. We employed molecular dynamics simulations with the Interface Force Field (IFF) to examine sensitive hydration reactions, anisotropic thermal and mechanical properties, as well as (hkl) specific adsorption of organic modifiers. Computed thermal transitions between calcium sulfate phases, directional coefficients of thermal expansion, and directional mechanical properties agree exceptionally well with partially known experimental measurements, provide missing data and mechanistic understanding at the atomic scale. Polymeric naphthalene sulfonate-formaldehyde condensates exhibit strong, selective adsorption to the hemihydrate (001) surface. The polymer conformations and facet-specific binding affinities explain the delayed hydration of calcium sulfate hemihydrate to gypsum. The simulation methods can be applied to predict crystal growth and properties of sulfate-containing multiphase materials from atoms to the micrometer scale.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"60 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142789811","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}
Sebastian Scherb, Matthias Maier, Köberl Mathias, Nancy Beuntner, Karl-Christian Thienel
{"title":"Reaction kinetics of calcined smectite in a clinker-free model and a synthetic cement system in comparison with selected calcined phyllosilicates","authors":"Sebastian Scherb, Matthias Maier, Köberl Mathias, Nancy Beuntner, Karl-Christian Thienel","doi":"10.1016/j.cemconres.2024.107766","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107766","url":null,"abstract":"The investigations of clinker-free model and synthetic cement systems reveal deeper insight into the behavior of metasmectite during early hydration. The use of metasmectite accelerates the aluminate clinker reaction and influences the degree of hydration of alite. Its chemical reactivity can be demonstrated in clinker-free as well as model cement systems by direct quantification of the metasmectite, its portlandite consumption and C-S-H formation. The influence on sulfate balance reveals an interaction of metasmectite's negatively charged surfaces with ions from the pore solution and demonstrates that sulfate adsorption does not solely take place on surfaces of C-S-H. Overall, it can be concluded that the impediment of the alite hydration during early hydration due to metasmectite is rather insignificant compared to metakaolinite and is within the range of metaillite. These findings provide a significant contribution to the expected widespread use of calcined clays with a low metakaolinite content in cementitious systems.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"2 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142789810","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}
O. Rudić, C. Grengg, Y. Seyrek, F. Steindl, B. Müller, I. Zögl, D. Wohlmuth, N. Ukrainczyk, F. Mittermayr
{"title":"Drying shrinkage and carbonation of steel slag-metakaolin alkali-activated composites: Effect of vegetable oil addition and slag aggregates","authors":"O. Rudić, C. Grengg, Y. Seyrek, F. Steindl, B. Müller, I. Zögl, D. Wohlmuth, N. Ukrainczyk, F. Mittermayr","doi":"10.1016/j.cemconres.2024.107764","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107764","url":null,"abstract":"The influence of vegetable oil and steel slag aggregates on the drying shrinkage and carbonation performance of steel slag-based alkali activated materials was investigated. Decrease in carbonation rates by up to 19% attributed to the formation of metal soap phases which strongly reduced the gel and small capillary porosity as well as the specific surface area of the materials. When combined with steel slag aggregates, an additional reduction in carbonation rate of up to 50% could be achieved. Furthermore, the strain induced by shrinkage and rewetting was highly influenced by the type of aggregate used, with a reduction of 40 to 50% observed due to presence of soap phases resulting from the hydrolysis of oil in the metal-alkaline conditions. The observed improvement in durability properties may enable new application possibilities for alkali activated materials, overcoming well-known technical limitations such as high drying shrinkage and high carbonation rates.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"27 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142782498","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}
{"title":"Revealing the tricalcium silicate formation behaviors in modified EAF slag at high temperatures for the production of electric recycled cement","authors":"Mingrui Yang, Zhiming Yan, Zushu Li","doi":"10.1016/j.cemconres.2024.107756","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107756","url":null,"abstract":"The formation behaviors of tricalcium silicate (C<sub>3</sub>S) in modified EAF slag were investigated to assess the feasibility of using EAF slag for cement clinker production. For the formation conditions of C<sub>3</sub>S, the C<sub>3</sub>S content in slag exhibits a notable increase with elevating slag basicity and reaction time, while only a slight enhancement with temperature rising from 1400 °C to 1500 °C. The C<sub>3</sub>S formation mechanism depends on the local conditions in the slag. In the lime-rich region it primarily takes place through the direct formation, i.e. 3CaO(s) + SiO<sub>2</sub>(l) = 3CaO·SiO<sub>2</sub>(s), controlled by the diffusion of SiO<sub>4</sub><sup>4−</sup> in liquid phase. Conversely, in the dicalcium silicate (C<sub>2</sub>S) rich region, C<sub>3</sub>S formation primarily occurs via the indirect formation: 2CaO·SiO<sub>2</sub>(s) + CaO(l) = 3CaO·SiO<sub>2</sub>(s), with the reaction being controlled by the diffusion of Ca<sup>2+</sup> in the liquid slag.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"28 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142782499","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}
Maximilian Sorgner, Rodrigo Díaz Flores, Bernhard Pichler, Thomas Pilgerstorfer, Bernd Moritz, Christian Hellmich
{"title":"Basic creep properties of hydrates in mature slag-based CEM II concretes: A micromechanical analysis","authors":"Maximilian Sorgner, Rodrigo Díaz Flores, Bernhard Pichler, Thomas Pilgerstorfer, Bernd Moritz, Christian Hellmich","doi":"10.1016/j.cemconres.2024.107735","DOIUrl":"https://doi.org/10.1016/j.cemconres.2024.107735","url":null,"abstract":"The demand for accurate characterization of slag-based CEM II concretes is becoming increasingly important as the construction sector shifts towards eco-efficient materials. Here, the basic creep behavior of slag-based CEM II concretes is traced back to mixture-invariant hydrate properties. Therefore, an experimentally validated three-step micro-viscoelastic model for CEM I/OPC-concretes is complemented by a Powers-Acker-type hydration model for CEM II and extended towards long-term creep, temperature activation, and moisture sensitivity. This model is used for a strain rate-based, aging viscoelastic analysis of two creep tests on distinctively different CEM II concretes; revealing that the shear creep modulus of CEM II hydrates is half as large as the one of ordinary Portland cement hydrates. This makes slag-based CEM II concretes especially suitable for applications such as precast segmental tunnel linings, where a faster stress relaxation under displacement-controlled conditions is beneficial.","PeriodicalId":266,"journal":{"name":"Cement and Concrete Research","volume":"2 1","pages":""},"PeriodicalIF":11.4,"publicationDate":"2024-12-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142776560","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}