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Quantitative assessment of the saturation degree of model fine recycled concrete aggregates immersed in a filler or cement paste

机译:浸入填料或水泥浆中的模型细再生混凝土骨料饱和度的定量评估

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We study water transfer between different model fine recycled concrete aggregates and fresh filler or cement paste in which they are immersed. Our aim is to introduce a spread based experimental protocol for studying the time evolution of water content in initially dry aggregates when mixed with such pastes. The procedure developed hereby is tested on three model Cement Paste Sands (CPS) prepared with different water-to-cement ratios leading to very different porosities and pore structures. The results show that water content in the CPS reaches a maximum no later than 6 min after first contact with limestone filler or cement paste then remains fairly constant afterwards. The saturation degree, i.e. ratio of the water content in the CPS to their water absorption, increases with the porosity of the CPS and remains less than one whatever the paste. The corresponding reduction of water absorption capacity in a cement paste should be taken into account during mix design of a recycled concrete. (C) 2018 Published by Elsevier Ltd.
机译:我们研究了不同模型的精细再生混凝土骨料与浸入其中的新鲜填料或水泥浆之间的水转移。我们的目标是引入一种基于扩散的实验方案,以研究与此类糊状物混合时最初干燥的骨料中水分的时间演变。本文开发的程序在三种水泥浆砂(CPS)上进行了测试,这些水泥浆以不同的水灰比制备,从而导致孔隙率和孔隙结构截然不同。结果表明,CPS中的水含量在首次与石灰石填料或水泥浆接触后不迟于6分钟达到最大值,然后保持相当恒定。饱和度,即CPS中的水含量与其吸水率之比,随着CPS的孔隙率而增加,并且不管糊状,其保持小于一。在再生混凝土的配合料设计中,应考虑相应降低水泥浆中的吸水能力。 (C)2018由Elsevier Ltd.发布

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