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CEBs stabilised with geopolymeric binders: mechanical performance of dry-stack masonry

机译:用地聚合物粘合剂稳定的CEB:干砌砖石的机械性能

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摘要

The sustainability in the building industry is currently a sounding topic, seeking the development of more environmental friendly building materials. The incorporation of industrial wastes and the reuse of construction and demolition waste (CDW) in the production of building materials are methods being used to solve this problem. Furthermore, these methods contribute to fulfilling the targets defined by European Union for the valorisation of non-hazard waste. The construction with compressed earth blocks (CEBs) stabilised with geopolymeric binders is a solution that can contribute to this objective by incorporating both CDW (excavation soil) and industrial wastes. Despite some recent research done on this topic, it still deserves further investigation. This paper intends to contribute to the development of this topic by presenting an experimental program, continuing previous research. The experimental program is addressed to the mechanical characterisation of a dry-stack CEB (stabilised with geopolymer obtained from alkaline activation of fly ash) masonry system, and includes the evolution of the strength of the CEBs with the curing time. In general, the evolution of the strength of the CEBs cured under ambient condition was shown to be a slow process, which can have implications on the production process.
机译:当前,建筑行业中的可持续性是一个有意义的话题,正在寻求开发更环保的建筑材料。解决工业问题的方法有工业废料的掺入和建筑废料的再利用。此外,这些方法有助于实现欧盟定义的无害废物增值目标。用土聚合物粘合剂稳定的压缩土块(CEB)构造是一种解决方案,可以通过结合CDW(挖掘土壤)和工业废物来实现这一目标。尽管最近对此主题进行了一些研究,但仍然值得进一步研究。本文旨在通过提出一个实验程序,继续先前的研究,为这一主题的发展做出贡献。该实验程序针对干砌CEB(用从粉煤灰的碱活化获得的地聚合物稳定)砌筑系统的机械特性,包括CEB强度随固化时间的变化。一般而言,在环境条件下固化的CEB强度的演变被证明是一个缓慢的过程,这可能会对生产过程产生影响。

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