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Lime as an Anti-Plasticizer for Self-Compacting Clay Concrete

机译:石灰作为自密实粘土混凝土的抗增塑剂

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摘要

This paper focuses on the modification of clay properties with inorganic additives to deflocculate and flocculate inorganic soil for the development of a material that would be as easy to use as the current concrete products, but with a much lower environmental impact. Considering that the rheological behaviour of clays is controlled by their surface charge, we first introduce potential determining ions to deflocculate the clay particles and to reduce the yield stress of the earth material. Their efficiency is characterized using zeta potential measurements and rheological tests. We then achieve the flocculation of clay particles by using natural minerals that slowly dissolve in the interstitial liquid and ultimately precipitate calcium silicate hydrate (C–S–H). The precipitation products are identified by X-ray diffraction and the consequences of this delayed precipitation are followed by oscillatory rheometric measurements. Finally, it is suggested that in this process, C–S–H precipitation is not used as a binding vector but as an anti-plasticizer that removes the inorganic dispersant additives.
机译:本文的重点是用无机添加剂改性粘土特性,以使无机土壤解絮凝和絮凝,从而开发出一种与现有混凝土产品一样易于使用但对环境影响较小的材料。考虑到粘土的流变行为受其表面电荷控制,我们首先引入电势确定离子以使粘土颗粒解絮凝并降低土料的屈服应力。使用Zeta电位测量和流变测试来表征其效率。然后,我们通过使用天然矿物缓慢地溶解在间隙液体中并最终沉淀出水合硅酸钙(C–S–H),来实现粘土颗粒的絮凝。通过X射线衍射鉴定出沉淀产物,并通过振荡流变仪测量该延迟沉淀的结果。最后,建议在此过程中,C–H–H沉淀不用作结合载体,而是用作去除无机分散剂添加剂的抗增塑剂。

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