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Coconut fibre-reinforced cement-stabilized rammed earth blocks

机译:椰子纤维增强水泥稳定夯土块

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Purpose - This study aims to investigate the optimum proportion of coconut fibre and cement suitable for rammed earth wall construction. Coconut fibres and cement can be easily incorporated into the soil mixture which adds strength and durability to the wall. This paper highlights the salient observations from a systematic investigation on the effect of coconut fibre on the performance of stabilized rammed earth blocks. Design/methodology/approach - Stabilization of soil was done by adding Ordinary Portland Cement (2.5, 5.0, 7.5 and 10.0 per cent by weight of soil), whereas coconut fibre in length about 15 mm was added (0.2, 0.4, 0.6, 0.8 and 1.0 per cent by weight of soil) as reinforcement. Thirty types of mixes were created by adding different proportions of cement and fibre to locally available soil and compacting the mix at constant compaction energy in three layers with Proctor rammer. Findings - Samples were tested for compressive strength and tensile strength, and failure patterns were analysed. The use of cement and fibre increases ultimate strengths significantly up to an optimum limit of 0.8 per cent fibre content, provides a secondary benefit of keeping material bound together after failure and increases residual strength. Benefits of fibre reinforcement includes both improved ductility in comparison with raw blocks and inhibition of crack propagation after its initial formation. Originality/value - After analysing the results, it is recommended to use 0.8 per cent fibre and 5-10 per cent cement by weight of soil to achieve considerable strength. This research may add a value in the areas of green and sustainable housing, waste utilization, etc.
机译:目的-本研究旨在研究适用于夯土墙施工的椰子纤维和水泥的最佳比例。椰子纤维和水泥可轻松掺入土壤混合物中,从而增加墙体的强度和耐久性。本文着重从对椰子纤维对稳定夯土块的性能影响的系统研究中得出的重要观察结果。设计/方法/方法-通过添加普通硅酸盐水泥(占土壤重量的2.5%,5.0%,7.5%和10.0%)完成土壤的稳定,而添加长度约15毫米的椰子纤维(0.2%,0.4%,0.6%,0.8%)和1.0%的土壤重量)作为补强材料。通过将不同比例的水泥和纤维添加到当地可用的土壤中,并用Proctor夯锤在恒定压实能量下将混合物压实为三层,从而创建了三十种混合物。发现-测试样品的抗压强度和拉伸强度,并分析破坏模式。水泥和纤维的使用显着提高了极限强度,最高可达到纤维含量的0.8%的最佳极限,其次要好处是在破坏后使材料保持粘结在一起,并增加了残余强度。纤维增强的好处包括与原始块相比具有更好的延展性以及在其初始形成后抑制裂纹扩展。原创性/价值-分析结果后,建议使用0.8%的纤维和5-10%的水泥(以土壤重量计)以达到相当的强度。这项研究可能会在绿色和可持续住房,废物利用等领域增加价值。

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