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

机译:不稳定和稳定的压缩土块,其中部分掺入了再生骨料

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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:本文旨在描述通过部分掺入建筑碎屑回收的细骨料生产的不稳定和稳定的压缩土块(CEB)的物理,机械和防水性能。目的是生产具有较低体现能量的替代地球建筑材料。为此,涵盖了不同类型的通用CEB,即:不稳定的CEB;用8%水泥稳定的CEB;用4%水泥和4%石灰稳定的CEB。 CEB的特征在于密度,导热率,抗压强度和拉伸强度,吸水率,渗透性以及耐滴水和喷雾试验产生的水蚀性。还分析了水分含量的影响。石灰稳定对CEB的早期机械性能和耐用性几乎没有影响。建议在不同的环境条件下为普通水泥稳定的CEB设计系数。至少4%的水泥含量足以通过部分掺入再生骨料来生产耐水CEB。

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