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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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. 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. Chikouche 1 et K. This study highlights fundamental aspects pore system and shrinkage resulting from the use of mineral admixtures in HPC.

Generally, pores ranging between 50 and 10 nm dominate the pore population. JavaScript is disabled for your browser. Author s Meddah, Mohammed Seddik. Show full document record.

Standards Council of Canada

Shrinkage was measured on sealed massive blocks consisting of 0. The pore system of concretes tested is characterized by very cimentajres capillary pores smaller than 60 nm.

The results obtained are mainly dependent on the measurement set-up used and the choice of the starting point of autogenous shrinkage strains measurement. Some features of this site may not work without it. These results put forward lees influence of the sandy cimehtaires muddy clay additions, on the properties of cementing materials, thus showing the economic and environmental interest of the substitution of the clinker by the burnt clays.


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Ciment portland au calcaire

The incorporation of cementitious materials considerably reduces both the total pore volume and the population of coarser pores, and increases the amount of pores smaller than 15 nm. Current usage metrics About article metrics Return to article. Refinement of these pores mainly depends on the type, proportion, and fineness, as well as particle size distribution of the mineral admixtures incorporated.

Usually, self-desiccation shrinkage measurement is very cimentairds, particularly when dealing with massive concrete for which hydration heat thermal strains and self-desiccation shrinkage evolve simultaneously.

The mud and the abundant red argillaceous marl in the area, contain kaolin and iolite. This system is the best choice combining low shrinkage and excellent mechanical properties. Bibi 1M. This work lies within the general scope of the valorization of local materials, having for interest the improvement of the physicochemical and mechanical characteristics of the products resulting from recovery entering the clothes industry of the elements of structures and construction.

Pore system characterization was performed at different ages using the mercury intrusion porosimetry technique MIP. Compared with a Portland cement, it is noted, that with each increase in the rate of addition, a reduction in the calcium oxide rate and a growth of the silica rate.



The use of a binary system with ajoouts frit as alternative cementitious material and metakaolin were harmful for shrinkage development, particularly at early age.

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Metrics Show article metrics. Data correspond to usage on the plateform after Volume 96, Number 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 lws produced during the progress cimentqires binder hydration.

Services Articles citing this article CrossRef 2. Abstract At the present time, high-performance concrete HPC has become widely used throughout the world in various construction fields. Article Abstract PDF 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.

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. The principal goal relates to the valorization of mud of dredging of the stopping ‘Ksob — Algeria’.