20 research outputs found

    Approche performantielle des bétons avec métakaolins obtenus par calcination flash

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    L'objectif principal de cette thĂšse a Ă©tĂ© de montrer que le mĂ©takaolin, fabriquĂ© par la sociĂ©tĂ© ArgĂ©co DEVELOPPEMENT selon un procĂ©dĂ© de calcination flash, est un Ă©co-matĂ©riau qui amĂ©liore les propriĂ©tĂ©s de structuration et de durabilitĂ© des bĂ©tons. L'approche retenue, basĂ©e sur l'Ă©quivalence de performances, a concernĂ© la plupart des types de bĂ©ton (bĂątiments, ouvrages d'art, autoplaçants, hautes performances, ...). Le mĂ©takaolin a d'abord Ă©tĂ© caractĂ©risĂ© (propriĂ©tĂ©s physico-chimiques et rĂ©activitĂ©), puis son effet sur la mise en Ɠuvre des bĂ©tons a Ă©tĂ© Ă©tudiĂ©. Les performances des diffĂ©rents bĂ©tons testĂ©s ont ensuite Ă©tĂ© Ă©valuĂ©es par la mesure de diffĂ©rents indicateurs de durabilitĂ©. Enfin, la durĂ©e de vie de bĂ©tons en environnement marin a Ă©tĂ© estimĂ©e grĂące Ă  un modĂšle probabiliste.The main objective of this thesis was to show the metakaolin, manufactured by the company ArgĂ©co DEVELOPMENT with the flash calcination process, is an eco-material that improves structural properties and durability of concrete. The approach choosen, based on the equivalence of performance concerning several types of concrete (buildings, structures, self-compacting and high performance concretes...). The metakaolin was first characterized (physico-chemical and reactivity) and its effect as Portland cement replacement have been studied. Then performances of concretes were evaluated by measuring various durability indicators. Finally, life of concretes in marine environment has been predicted by a probabilistic model

    Alkali-activated slag cements produced with a blended sodium carbonate/sodium silicate activator

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    An alkali-activated slag cement produced with a blend of sodium carbonate/sodium silicate activator was characterised. This binder hardened within 12 h and achieved a compressive strength of 20 MPa after 24 h of curing under ambient conditions, which is associated with the formation of an aluminium substituted calcium silicate hydrate as the main reaction product. Carbonates including pirssonite, vaterite, aragonite and calcite were identified along with the zeolites hydroxysodalite and analcime at early times of reaction. The partial substitution of sodium carbonate by sodium silicate reduces the concentration of carbonate ions in the pore solution, increasing the alkalinity of the system compared with a solely carbonate-activated paste, accelerating the kinetics of reaction and supplying additional silicate species to react with the calcium dissolving from the slag as the reaction proceeds. These results demonstrate that this blend of activators can be used effectively for the production of high-strength alkali-activated slag cements, with a microstructure comparable to what has been identified in aged sodium-carbonate-activated slag cements but without the extended setting time reaction usually identified when using this salt as an alkali activator

    Synthesis of stoichiometrically controlled reactive aluminosilicate and calcium-aluminosilicate powders

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    Aluminosilicate and calcium-aluminosilicate powders are synthesised via an organic steric entrapment route under conditions permitting strict stoichiometric control, utilising polyvinyl alcohol and polyethylene glycol as polymeric carriers. Polyethylene glycol is superior to polyvinyl alcohol for synthesis of calcium-aluminosilicate powders via this method, producing a more controllable product which generated less fine ash during calcination. This paper presents detailed description of synthesis and characterisation of the powders produced through this approach, including new insight into the nanostructures within the calcined powders. Aluminium environments are a mixture of 4-, 5- and 6-coordinated, while silicon is tetrahedral and shows a broad range of connectivity states. The powders are X-ray amorphous, display a high degree of homogeneity, and thus offer potential for utilisation as precursors for synthesis of hydrous aluminosilicates in the quaternary CaO-Na2O-Al2O3-SiO2 system

    Phase evolution of C-(N)-A-S-H/N-A-S-H gel blends investigated via alkali-activation of synthetic calcium aluminosilicate precursors

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    Stoichiometrically-controlled alkali-activated pastes containing calcium-(sodium) aluminosilicate hydrate (C-(N)-A-S-H) and sodium aluminosilicate hydrate (N-A-S-H) gels are produced by alkali-activation of high-purity synthetic calcium aluminosilicate powders. These powders are chemically comparable to the glass in granulated blast furnace slag, but without interference from minor constituents. The physiochemical characteristics of these gels depend on precursor chemical composition. Increased Ca content of the precursor promotes formation of low-Al, high-Ca C-(N)-A-S-H with lower mean chain length as determined by quantification of solid state nuclear magnetic resonance spectra, and less formation of calcium carboaluminate ‘Alumino-ferrite mono’ (AFm) phases. Increased Al content promotes Al inclusion and reduced crosslinking within C-(N)-A-S-H, increased formation of calcium carboaluminate AFm phases, and formation of an additional N-A-S-H gel. Small changes in precursor composition can induce significant changes in phase evolution, nanostructure and physical properties, providing a novel route to understand microstructural development in alkali-activated binders and address key related durability issues

    Generalized Structural Description of Calcium–Sodium Aluminosilicate Hydrate Gels: The Cross-Linked Substituted Tobermorite Model

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    Structural models for the primary strength and durability-giving reaction product in modern cements, a calcium (alumino)silicate hydrate gel, have previously been based solely on non-cross-linked tobermorite structures. However, recent experimental studies of laboratory-synthesized and alkali-activated slag (AAS) binders have indicated that the calcium–sodium aluminosilicate hydrate [C-(N)-A-S-H] gel formed in these systems can be significantly cross-linked. Here, we propose a model that describes the C-(N)-A-S-H gel as a mixture of cross-linked and non-cross-linked tobermorite-based structures (the cross-linked substituted tobermorite model, CSTM), which can more appropriately describe the spectroscopic and density information available for this material. Analysis of the phase assemblage and Al coordination environments of AAS binders shows that it is not possible to fully account for the chemistry of AAS by use of the assumption that all of the tetrahedral Al is present in a tobermorite-type C-(N)-A-S-H gel, due to the structural constraints of the gel. Application of the CSTM can for the first time reconcile this information, indicating the presence of an additional activation product that contains highly connected four-coordinated silicate and aluminate species. The CSTM therefore provides a more advanced description of the chemistry and structure of calcium–sodium aluminosilicate gel structures than that previously established in the literature

    Characteristics and applications of flash metakaolins

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    WOS:000326661300034International audienceThis paper presents physical, chemical and mechanical characteristics of metakaolins obtained from an industrial flash calciner, in order to compare their properties with standard industrial metakaolin produced in a rotary kiln calciner. Three kaolins, with three levels of purity, were calcined by these two different methods to give six different metakaolins for the study. The results showed that the method of calcination did not affect the chemical composition of the metakaolins formed but did influence their physical properties and performance as a supplementary cementitious material when blended with Portland cement, and in geopolymer synthesis. Flash metakaolins have a lower water demand than rotary metakaolins, which can be explained by the morphological properties of the flash metakaolin, induced by the calcination process. Traditional rotary-calcined metakaolins tend to be angular layered particles, whereas flash metakaolins contain spherical particles. Mechanical test results showed that the two methods of calcination can lead to metakaolins with equivalent performance in the synthesis of construction materials. (C) 2013 Elsevier B.V. All rights reserved

    Approche performantielle des bétons avec métakaolins obtenus par calcination flash

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    TOULOUSE3-BU Sciences (315552104) / SudocSudocFranceF

    Analysing the pozzolanic reactivity of nano-silica in cement paste

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    Nano-engineering of concrete is a research area gaining significant interest at present. It involves engineering of concrete at the nano-meter scale by inclusion of nano-materials in order to improve the structure of concrete from the nano-meter scale through to higher dimensions. This paper explores the hydration characteristics of cement paste with nano-silica, focusing on the pozzolanic reactivity. It considers replacing the cement content of the cement paste by small amounts of nano-silica (at percentage replacement levels of 4, 8 and 12 by weight of cement) and compares the hydration characteristics of these mixes against the plain cement paste. Colloidal nano-silica is used in this research. Thermal Gravimetric Analysis (TGA) has been carried out on the cement pastes at different ages to analyse the Calcium Hydroxide (CH) content of the nano- modified pastes. It is shown that the CH content of the mixes including nano-silica is lower than that of the plain cement paste, indicating that nano-silica reacts with the cement paste through a pozzolanic reaction. Increased pozzolanic activity results in higher amounts of Calcium Silicate Hydrate in the paste, which in turn results in higher compressive strength for nano-silica modified cement pastes

    Strength Development and Thermogravimetric Investigation of High-Volume Fly Ash Binders

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    To address sustainability issues by facilitating the use of high-volume fly ash (HVFA) concrete in industry, this paper investigates the early age hydration properties of HVFA binders in concrete and the correlation between hydration properties and compressive strengths of the cement pastes. A new method of calculating the chemically bound water of HVFA binders was used and validated. Fly ash (FA) types used in this study were sourced from Indonesia and Australia for comparison. The water to binder (w/b) ratio was 0.4 and FA replacement levels were 40%, 50% and 60% by weight. Isothermal calorimetry tests were conducted to study the heat of hydration which was further converted to the adiabatic temperature rise. Thermo-gravimetric analysis (TGA) was employed to explore the chemically bound water (WB) of the binders. The results showed that Australian FA pastes had higher heat of hydration, adiabatic temperature rise, WB and compressive strength compared to Indonesian FA pastes. The new method of calculating chemically bound water can be successfully applied to HVFA binders. Linear correlation could be found between the WB and compressive strength

    A Comparative Study on the Degradation of Alkali-Activated Slag/Fly Ash and Cement-Based Mortars in Phosphoric Acid

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    This study compares the degradation behavior of the alkali-activated slag/fly ash (AASF) and ordinary Portland cement (OPC) mortars exposed to phosphoric acid with different pH values. The experimental results show that AASF mortars exhibit better resistance than OPC mortars against surface damage, although both systems get white deposits on the surface in phosphoric acid with a relatively high pH level. AASF mortars obtained lower mass loss than OPC mortars in phosphoric acid with pH at 2 and 3. The strength reduction in AASF mortars after immersion in phosphoric acid is more significant than that in OPC mortars. However, total degradation depth of AASF was smaller than that of OPC regardless of the pH of the acid solutions. Based on the experimental data, linear relationships were identified between the slope of degradation depth–mass loss curves and the Al/Si and Ca/Si ratios of the binders. This may indicate a new way to assess the degradation behavior of AASF and OPC based on their chemical compositions.Materials and Environmen
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