Conclusion de l’étude bibliographique

L’étude bibliographique sur la rhéologie nous précise d’abord les propriétés rhéologiques pouvant être identifiées : l’élasticité, la viscosité, le seuil de contrainte, les indices de consistance et de coulabilité. Ensuite, les travaux antérieurs réalisés sur les boues ont mis en évidence les limitations de la rhéométrie conventionnelle pour la caractérisation des boues très résistantes à l’écoulement sous contrainte tangentielle : soit la boue se fracture pendant la mesure, soit les prétraitements comme le tamisage et le pré-cisaillement sont mis en œuvre pour rendre la boue plus facile à déformer en continu. Donc, d’après cette étude sur les méthodes de la caractérisation des matériaux très déformables et de consistance similaire aux boues concentrées, nous fixons notre plan de travail :

- Adapter les tests empiriques d’affaissement et de limite de plasticité pour déterminer l’état physique (solide ou fluide) des boues concentrées.

- Selon l’état physique déterminé, nous pouvons développer un protocole d’essais en tenant compte des facteurs d’impact identifiés dans la littérature. Si les boues concentrées sont fluides, nous utiliserons la méthode rhéométrique. Si elles sont solides, nous utiliserons les essais en compression uniaxiale. En plus, nous pouvons appliquer la méthode d’analyse de texture avec les résultats issus de compression uniaxiale cyclique pour déterminer les paramètres texturaux des boues.

- Les résultats expérimentaux nous serviront pour identifier et modéliser le comportement rhéologique des boues sous une sollicitation spécifique et pour déterminer les valeurs des propriétés rhéologiques.

Le développement de la méthodologie basé sur ce plan de travail est donc présenté dans

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3 MATERIELS ET METHODES

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