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On the development of unmodified mud grouts for repairing earth constructions: rheology, strength and adhesion

机译:关于未改性的泥浆用于修补土方构造的开发:流变性,强度和附着力

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摘要

The conservation and rehabilitation of several sites of cultural heritage and of the large housing stock built from earth requires the development of techniques and materials compatible with this kind of construction. Grout injection is one repair solution which has been put forward over the last few years, whereas there is preference for employing grouts that incorporate earth in their composition. However, knowledge of such grouts is still very limited and requires further research. The experimental program discussed in this paper contributes to the comprehension of the influence of the composition of an unmodified mud grout, namely regarding its fresh-state rheology, hardened-state strength and adhesion. In general, the results obtained showed that the rheological behaviour of a mud grout greatly depends on the colloid behaviour of the clay fraction, and that the addition of a deflocculant and modification of the clay content (with a silt size material) is required to obtain grouts with adequate solid fractions.
机译:保护和修复几个文化遗产遗址和大量用土建造的房屋,需要开发与这种建筑相适应的技术和材料。灌浆是近几年提出的一种修复解决方案,但是优选使用在其组成中掺入泥土的灌浆。但是,关于这种灌浆的知识仍然非常有限,需要进一步研究。本文讨论的实验程序有助于理解未改性泥浆的成分的影响,即关于其新鲜状态的流变性,硬化状态的强度和附着力。通常,所获得的结果表明,泥浆的流变行为很大程度上取决于粘土级分的胶体行为,并且需要添加抗絮凝剂和改变粘土含量(使用淤泥大小的材料)才能获得含有足够固体成分的灌浆。

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