sant, respectivement, des ajouts cimentaires et des matériaux granulaires beaucoup de sous-produits industriels et autres ajouts cimentaires alternatifs ne . Le mélange de CPC et d’ajouts cimentaires, comme du laitier ou des cendres volantes, produit un ciment de performance comparable à celle d’un ciment. Prévision de la résistance a la compression des bétons aux ajouts cimentaires a l ‘aide du modèle hybride RNAs et les GAs. Presentation · May.

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Ciment portland au calcaire

JavaScript is disabled for your browser. Some features of this site may not work without it. Author s Meddah, Mohammed Seddik.

Show full document record. Abstract At the present time, high-performance concrete HPC has become widely used throughout the world in various construction fields.

Even though this concrete has shown good mechanical properties and appropriate durability, this material is also known for its high sensitivity to early-age cracking related to the high thermal and self-desiccation shrinkages produced during the progress of binder hydration. This study highlights fundamental aspects pore system and cimentsires resulting from the use of mineral admixtures in HPC.

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Ciment portland au calcaire

Usually, self-desiccation shrinkage measurement is very complex, particularly when dealing with massive concrete for which hydration heat thermal strains and self-desiccation shrinkage evolve simultaneously. The cjmentaires obtained are mainly dependent on the measurement set-up used and the choice of the starting point of autogenous shrinkage strains measurement.

In this research, two new approaches were proposed in order to determine, with more accuracy, the starting point of shrinkage and to separate effective self-dessiccation shrinkage from endoplastic deformations.

The first is based on the concept of threshold of solidification using the maxima of thermal flux while the second is based on the rate of deformation. Shrinkage was measured on sealed massive blocks consisting of 0.

CAN/CSA-A | Standards Council of Canada – Conseil canadien des normes

Pore system characterization was performed at different ages using the mercury intrusion porosimetry technique MIP. The use of a binary system with glass frit as alternative cementitious material and metakaolin were harmful for shrinkage development, particularly at early age. However, a ternary system with silica fume and fly ash has shown lower magnitude of shrinkage and finer pore system among all cementitious systems investigated.

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This system is the best choice combining low shrinkage and excellent mechanical ajjouts. The pore system of concretes tested is characterized by very fine capillary pores smaller than 60 nm. Generally, pores ranging between 50 and 10 nm dominate the pore population.

Standards Council of Canada

Refinement of these pores mainly depends on the type, proportion, and fineness, as well cimrntaires particle size distribution of the mineral admixtures incorporated.

The incorporation of cementitious materials considerably reduces both the total pore volume and cimentaifes population of coarser pores, and increases the amount of pores smaller than 15 nm.

It was also established that the self-desiccation shrinkage is intimately related to change in the capillary pore’s structure, especially the evolution of the threshold pore radius.

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