Durability of ultra-high performance concretes: role of the cement matrix
Description
The Reactive Powder Concretes (RPC), composed of Portland cement, silica fume, crushed quartz, fine sand and steel fibers, exhibit a very dense microstructure which limits the penetration of aggressive agents. They appear suitable for the storage of nuclear waste. This study aimed to determine experimentally the evolution of the RPC microstructure during a leaching attack by pure water, and to supply data required for the RPC long-term prediction of durability under these severe conditions. The steel fibers and mineral inclusions (sand and quartz) were considered as inert materials in the degradation process. Thus RPC matrices, and also a pure cement paste, and a cement and silica fume paste, were studied. The materials were characterised before and after a leaching test: microstructure by means of scanning electron microscopy, porosity, chemical and mineralogical composition, and diffusivity. A superficial degradation proceeds along a straight leaching front related to the dissolution of the remaining anhydrous cement silicates (C3S and C2S). The leaching of mineral species is controlled by the ionic diffusions from the material towards the aggressive solution. The degradation kinetics is proportional to the square root of time. As long as a sound core remains, the global behaviour of the partly degraded material is determined by the properties of the sound core. Two models related to the matrix transformation were used: DIFFU-Ca which characterised the leaching of calcium, and the 3D computer simulation of Portland cement hydration and microstructure development, from BENTZ and GARBOCZI. The digital results show a good agreement with the experimental values. This validates the hydration rates predicted with BENTZ and GARBOCZI and the phenomenology implemented in DIFFU-Ca. At the end of the study, it could be said that RPC appears as a suitable candidate for nuclear waste storage. The foreseen degradation depth after a 300 years leaching is about 1.4 cm in our experimental conditions. (author)
Abstract (French)
Les betons de poudres reactives, BPR, (ciment portland, fumee de silice, quartz broye, sable fin, fibres metalliques) se caracterisent par une microstructure tres dense qui limite la penetration des agents agressifs. Ils sont donc envisages dans l'entreposage des dechets nucleaires. Ce travail visait a etudier experimentalement l'evolution de la microstructure du BPR au cours d'une attaque par de l'eau pure et a fournir les bases necessaires a la prediction du comportement a long terme du materiau dans ces conditions agressives. Les fibres metalliques et les inclusions minerales (sable et quartz) etant considerees comme inertes dans ce processus d'alteration, les matrices du BPR, et egalement une pate pure de ciment et une pate de ciment et fumee de silice, ont ete etudiees. La methodologie suivie a consiste a caracteriser les materiaux avant et apres un essai de lixiviation: microstructure par microscopie electronique a balayage, porosite, composition chimique et mineralogique, et diffusivite. Une degradation superficielle progresse suivant un front net de dissolution des silicates du ciment anhydre residuel (C3S et C2S). La lixiviation des especes minerales est limitee par les diffusions ioniques du materiau vers la solution agressive suivant une cinetique de degradation proportionnelle a la racine carree du temps. Tant qu'il subsiste un coeur sain, ce sont les proprietes de la zone saine qui controlent le comportement global du materiau partiellement degrade. Deux modeles de la transformation de la matrice ont ete utilises: DIFFU-Ca caracterisant la lixiviation des ions calcium, et le modele 3D de l'evolution de la microstructure de BENTZ et GARBOCZI suivant l'hydratation des constituants cimentaires, par automates cellulaires. Les resultats numeriques de cette double modelisation montrent une bonne concordance avec les valeurs experimentales. Cela valide la prediction du degre d'hydratation des phases minerales et la phenomenologie introduite dans DIFFU-Ca. A l'issue de cette etude, le BPR apparait comme un materiau durable pouvant etre utilise pour l'application nucleaire. La profondeur de degradation a 300 ans a ete estimee a 1,4 cm dans nos conditions experimentales. (auteur)Files
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Additional details
Additional titles
- Original title (French)
- Durabilite des betons a ultra hautes performances: role de la matrice cimentaire
Identifiers
Publishing Information
- Imprint Pagination
- 217 p.
- Report number
- FRCEA-TH--6881
INIS
- Country of Publication
- France
- Country of Input or Organization
- France
- INIS RN
- 47013552
- Subject category
- S36: MATERIALS SCIENCE; S37: INORGANIC, ORGANIC, PHYSICAL AND ANALYTICAL CHEMISTRY;
- Resource subtype / Literary indicator
- Thesis
- Descriptors DEI
- CALCIUM IONS; CHEMICAL COMPOSITION; CHEMICAL REACTION KINETICS; DECOMPOSITION; DIFFUSION; HYDRATION; INTERSTITIAL WATER; LEACHING; MICROSTRUCTURE; MINERALOGY; POROSITY; PORTLAND CEMENT; SCANNING ELECTRON MICROSCOPY; SILICATES; SIMULATION; TRITIUM
- Descriptors DEC
- BETA DECAY RADIOISOTOPES; BETA-MINUS DECAY RADIOISOTOPES; BUILDING MATERIALS; CEMENTS; CHARGED PARTICLES; CHEMICAL REACTIONS; DISSOLUTION; ELECTRON MICROSCOPY; GROUND WATER; HYDROGEN COMPOUNDS; HYDROGEN ISOTOPES; IONS; ISOTOPES; KINETICS; LIGHT NUCLEI; MATERIALS; MICROSCOPY; NUCLEI; ODD-EVEN NUCLEI; OXYGEN COMPOUNDS; RADIOISOTOPES; REACTION KINETICS; SEPARATION PROCESSES; SILICON COMPOUNDS; SOLVATION; WATER; YEARS LIVING RADIOISOTOPES
Optional Information
- Notes
- 110 refs.; Available from the INIS Liaison Officer for France, see the 'INIS contacts' section of the INIS website for current contact and E-mail addresses: http://www.iaea.org/inis/Contacts/