Search results for "Building"

showing 10 items of 1985 documents

Quantitative Determination of Calcium Hydroxide by using Near Infrared Spectroscopy

2018

Calcium hydroxide (CH) is a by-product from hydration reaction of cement along with calcium silicate hydrate (C-S-H) gel. It helps to protect the steel reinforcements in concrete structures from corrosion process due to carbonation. The presence of calcium hydroxide provides a basic environment (pH˃10) that induces the formation of passive oxide film and keeps steel structures from corrosion. The detection and quantification of calcium hydroxide in concrete structures are important to understand the nature and state of the steel structures in concretes. In this research work, the variation of calcium hydroxide to calcium silicate ratios in cement were measured by using near-infrared spectro…

CementMaterials scienceCalcium hydroxideMechanical EngineeringNear-infrared spectroscopy0211 other engineering and technologies02 engineering and technology021001 nanoscience & nanotechnologyQuantitative determinationchemistry.chemical_compoundchemistryMechanics of Materials021105 building & constructionGeneral Materials Science0210 nano-technologyNuclear chemistry
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Studies on mechanism and physico-chemical parameters at the origin of the cement setting II. Physico-chemical parameters determining the coagulation …

1996

The physico-chemical parameters determining the coagulation of cements grains previously identified as the first fundamental process of cement setting have been investigated in diluted suspensions using an adapted granulometric method. The analysis of the influence of the ionic concentration in solution on the coagulation reveals that calcium concentration is the parameter which determines the particle interactions. There exists a minimum critical concentration of calcium ions in solution which is required to occur the coagulation of cement particles and a dispersive effect appears for very high concentrations. The results are discussed in relation with DLVO theory and specific interactions.

CementMaterials scienceMetal ions in aqueous solutionIonic bondingMineralogychemistry.chemical_elementBuilding and ConstructionCalciumChemical engineeringchemistryParticle-size distributionParticleCoagulation (water treatment)DLVO theoryGeneral Materials ScienceCement and Concrete Research
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Does phosphorus affect the industrial Portland cement reactivity?

2018

Abstract The effect of phosphorous on the mineralogy and reactivity of Portland cement has been investigated through an industrial clinkers series. The samples were collected from the same Tunisian cement plant and classified according to the content of P2O5 from 0.5% to 1.1%. All samples were manufactured at the same thermal and cooling conditions as well as possible. The specimens were characterized by X-ray fluorescence spectrometry and optical microscopy techniques and their mineralogy was determined by X-ray powder diffraction coupled to the Rietveld analysis. The cements reactivity prepared from the clinkers was followed by means of isothermalcalorimetry. The compressive strength of t…

CementMaterials scienceRietveld refinementPhosphorusMetallurgy0211 other engineering and technologiesFluorescence spectrometrychemistry.chemical_element02 engineering and technologyBuilding and Construction021001 nanoscience & nanotechnologylaw.inventionPortland cementCompressive strengthchemistrylaw021105 building & constructionGeneral Materials ScienceReactivity (chemistry)0210 nano-technologyPowder diffractionCivil and Structural EngineeringConstruction and Building Materials
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Pumice powder as filler of self-compacting concrete

2015

Abstract An experimental study on the rheological and mechanical properties of self-compacting concrete with pumice powder used as filler additive is presented. Self-compacting concrete (SCC) shows its peculiar characteristics in the fresh state and many researches have been developed with reference to its rheological characteristics paying attention to the techniques of self-compacting properties assessment. One of the most important aspect in concrete mix-design is the type and the amount of fillers with respect to water and cement: this amount has great influence not only on self-compacting properties (fluidity, segregation, etc.), but also on the mechanical properties of the mixture. Vo…

CementMaterials scienceSilica fumeMechanical propertiesBuilding and ConstructionPozzolanSettore ICAR/09 - Tecnica Delle CostruzioniPumiceCompressive strengthRheologyPumiceSelf-compacting concreteUltimate tensile strengthConcrete rheologyGeneral Materials ScienceComposite materialFillerCivil and Structural EngineeringShrinkageConstruction and Building Materials
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Dynamic mode rheology of cement and tricalcium silicate pastes from mixing to setting

2001

Dynamic mode rheometry was used to study the evolution of the structure of cement and pure tricalcium silicate pastes from mixing up to setting and even after setting, together with the nature of the forces responsible for the mechanical properties of the pastes. A special mixer-type tool was used to study rheology during the very first minutes following the end of mixing, which are out of reach with classical tools. Both kinds of pastes have the same behavior. It was found that the main evolution of the structure of the pastes occurs during the very first minutes following the end of mixing, while there is no change in interparticular forces up to setting and even a few hours later. Settin…

CementVicat softening pointMaterials scienceRheometryRheologyRheometerGeneral Materials ScienceBuilding and ConstructionDeformation (engineering)Composite materialMixing (physics)ViscoelasticityCement and Concrete Research
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Effect of content and particle size distribution of high-calcium fly ash on the rheological properties of cement pastes

1997

Abstract The Theological properties of high-calcium fly ash cement pastes were investigated. An increase both in yield value and plastic viscosity with fly ash content was found. It was also observed that the pastes became more fluid with the higher fly ash fineness. A more important relation was shown between the fine fractions (

CementViscosityMaterials scienceYield (engineering)RheologyFly ashFinenessParticle-size distributionGeneral Materials ScienceBuilding and ConstructionParticle sizeComposite materialCement and Concrete Research
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Hydration of cementitious materials, present and future

2011

This paper is a keynote presentation from the 13th International Congress on the Chemistry of Cement. It discusses the underlying principles of hydration and recent evidence for the mechanisms governing this process in both Portland cements and other cementitious materials. Given the overriding imperative to improve the sustainability of cementitious materials, routes to reducing CO2 emissions are discussed and the impact of supplementary materials on hydration considered. (C) 2011 Elsevier Ltd. All rights reserved.

CementWaste managementChemistry0211 other engineering and technologies02 engineering and technologyBuilding and Construction021001 nanoscience & nanotechnologylaw.inventionchemistry.chemical_compoundPortland cementChemical reaction kinetics13. Climate actionlawInternational congress021105 building & constructionForensic engineeringGeneral Materials ScienceCementitiousCalcium silicate hydrate0210 nano-technologyTricalcium silicateCement and Concrete Research
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SHORT-TERM PROCESSES OF RADIONUCLIDE IMMOBILIZATION IN CEMENT - A CHEMICAL APPROACH

1992

Abstract The ions released in solution by the constituents of cement (principally silicate, aluminate, OH and Ca ions) can combine with the anions and cations from nuclear wastes present in the mixing water to give very insoluble compounds that can fix these ions in the concrete matrix. In order to understand some of the particular physico-chemical processes involved in cement hydration in the presence of analogue elements, tricalcium silicate (C 3 S) was used instead of cement, which is too complex a mixture. It was found that the salt of a chemical analogue, a lanthanide salt, showed some accelerating effects when present in dilute amounts but resulted in large accelerating effects on QS …

Cementchemistry.chemical_classificationAluminateInorganic chemistry0211 other engineering and technologiesSalt (chemistry)02 engineering and technology021001 nanoscience & nanotechnologyAlkali metalPollution6. Clean waterSilicatelaw.inventionchemistry.chemical_compoundPortland cement[SPI.GCIV]Engineering Sciences [physics]/Civil EngineeringchemistryGeochemistry and Petrologylaw021105 building & constructionEnvironmental ChemistryHydroxide0210 nano-technologyHydrateNuclear chemistry
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Retention of alkali ions by hydrated low-pH cements: Mechanism and Na+/K+ selectivity

2013

Low-pH cements, also referred to as low-alkalinity cements, can be designed by replacing significant amounts of Portland cement by pozzolanic materials. Their pore solution is characterized by a pH near 11, and an alkali concentration much lower than that of Portland cement. This work investigates the retention of sodium and potassium by a hydrated low-pH cement comprising 60% Portland cement and 40% silica fume. It is shown that sorption of potassium is higher than that of sodium and mainly results from counterion charge balancing of the C-S-H negative surface charge. To explain the greater retention of potassium compared to sodium, it is postulated that potassium, unlike sodium, may enter…

Cementchemistry.chemical_classificationMaterials scienceSilica fumeSodiumPotassiumInorganic chemistrytechnology industry and agriculturechemistry.chemical_elementBuilding and ConstructionPozzolanAlkali metallaw.inventionPortland cementchemistrylawGeneral Materials ScienceCounterionCement and Concrete Research
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Modification of the rate of formation and surface area of ettringite by polycarboxylate ether superplasticizers during early C3A–CaSO4 hydration

2015

Abstract Early C3A–CaSO4 hydration was studied in the presence of various amounts of two polycarboxylate ether superplasticizers differing in their grafting degree. Hydration and surface area developments were investigated by in-situ NMR relaxometry coupled with BET and DSC during the first 2 h after mixing. This study enables a quantitative comparison of the amount and the specific surface area of the ettringite precipitated along the C3A–CaSO4 hydration with or without PCE. The main effect of PCE is to strongly increase ettringite specific area for a variable period. These effects are clearly dependent on the PCE charge and dosage and are reduced when using delayed addition. In this conte…

Cementchemistry.chemical_compoundEttringiteRelaxometrychemistrySpecific surface areaInorganic chemistrySuperplasticizerParticleGeneral Materials ScienceEtherContext (language use)Building and ConstructionCement and Concrete Research
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