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Unstabilized and stabilized compressed earth blocks with partial incorporation of recycled aggregates

机译:具有部分掺入再生的聚集体的未稳定和稳定的压缩地球块

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摘要

This article aims to characterize the physical, mechanical, and water-resistant behavior of unstabilized and stabilized compressed earth blocks (CEB) produced with partial incorporation of recycled fine aggregates from construction debris. The objective was to produce an alternative-earth construction material with lower embodied energy. To this end, different types of common CEB were covered, namely: unstabilized CEB; stabilized CEB with 8% cement; stabilized CEB with 4% cement and 4% lime. CEB were characterized in terms of density, thermal conductivity, compressive and tensile strength, water absorption, permeability, and resistance to water erosion from drip and spray tests. The influence of moisture content was also analyzed. Lime stabilization had little effect on the early age mechanical and durability behavior of CEB. Design coefficients are suggested for common cement-stabilized CEB under different environmental conditions. A minimum of 4% cement content was sufficient to produce water-resistant CEB with partial incorporation of recycled aggregates.
机译:本文旨在表征与从建筑垃圾回收细骨料的局部掺入产生不稳定和稳定的压缩土砖(CEB)的物理,机械,和抗水的行为。目的是生产具有较低体现能量的替代地球施工材料。为此,涵盖了不同类型的普通CEB,即:未经衰减的CEB;稳定的CEB含量为8%;稳定的CEB含有4%水泥和4%石灰。 CEB的特征在于密度,导热性,压缩和拉伸强度,吸水,渗透性和抗水侵蚀的抗水和喷雾试验。还分析了水分含量的影响。石灰稳定对CEB的早期机械和耐久性行为几乎没有影响。在不同的环境条件下,建议设计系数用于共同的水泥稳定的CEB。至少4%的水泥含量足以产生防水CEB,以分配再循环的聚集体。

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