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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Show full document record. Author s Meddah, Mohammed Seddik.
The use of a binary system with glass frit as alternative cementitious material and metakaolin were harmful for shrinkage development, particularly at early age. This system is the best choice combining low shrinkage and excellent mechanical properties. Shrinkage was measured on sealed massive blocks consisting of 0.
CAN/CSA-A | Standards Council of Canada – Conseil canadien des normes
Metrics Show article metrics. The results obtained are mainly dependent on the measurement set-up used and the choice of the starting point of autogenous shrinkage strains measurement. Abstract At the present time, high-performance concrete HPC has become widely used throughout the world in various construction fields. 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.
This study highlights fundamental aspects pore system and shrinkage resulting from the use of mineral admixtures in HPC.
Standards Council of Canada
The first is based on cmientaires concept of threshold of solidification using the maxima of thermal flux while the second is based on the rate of deformation.
Refinement of these pores mainly depends on the type, proportion, and fineness, as well as particle size distribution of the mineral admixtures incorporated. 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 mud and the abundant red argillaceous marl in the area, contain kaolin and iolite. Some features of this site may not work without it.
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. Bibi 1M. These results put forward the influence of the sandy and muddy clay additions, le the properties of cementing materials, thus showing the economic and environmental interest of the substitution of the clinker by the burnt clays. In this cimnetaires, 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.
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 kes of binder hydration. 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. Data correspond to usage on the plateform after Current usage metrics About article metrics Return to article.
Ciment portland au calcaire
The pore system of concretes tested is characterized by very fine capillary pores smaller than ajokts nm. Generally, pores ranging between 50 and 10 nm dominate the pore population. Services Articles citing this article CrossRef 2.
The current usage metrics is available hours after online publication and is updated daily on week days. Chikouche 1 et K. Volume 96, Number The principal goal relates to the valorization of mud of dredging of the stopping ‘Ksob — Algeria’. 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.