椰糠加固对压缩稳定土块力学效应的研究

Peter Olugbenga Omotainse, Olawale Usman Dairo, Adedayo Adekunle Badejo, Adewole Ayobami Aderinlewo, Olayemi Johnson Adeosun
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引用次数: 0

摘要

压缩稳定土块(CSEBs)是由无机土壤经高压压实而成的固体块体。本研究探讨了在 CSEB 中加入椰糠以提高其机械性能和吸水性的潜在好处。研究重点是优化椰糠加固 CSEB 的混合设计,以达到最大抗压强度和最小吸水率。研究采用二次模型分析了水分比、水泥比和椰糠含量对抗压强度的影响。结果表明,水分含量和水泥比对抗压强度有显著影响,而椰糠含量则不显著。然而,研究结果表明,添加椰糠可以减少 CSEB 的吸水率。方差分析显示该模型是显著的,预测 R 方为 0.5884,调整 R 方为 0.6592。这些研究结果有助于推动在 CSEB 中使用椰糠作为加固材料的研究,并为其在建筑施工中的应用提供了实用建议。
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Investigation of the mechanical effects of coconut coir reinforcement on Compressed Stabilized Earth Blocks
Compressed stabilised earth blocks (CSEBs) are produced from inorganic soil compacted under high pressure to create a solid block. This study explores the potential benefits of incorporating coconut coir into CSEBs to enhance their mechanical properties and water absorption. It focused on optimising the mix design of CSEBs with coconut coir reinforcement to achieve maximum compressive strength and minimise water absorption. The study employs a quadratic model to analyse the effects of moisture ratio, cement ratio, and coconut coir content on compressive strength. The results indicate that the moisture content and cement ratio significantly affect compressive strength, while coconut coir content is insignificant. However, the findings suggest that adding coconut coir can reduce water absorption in CSEBs. The analysis of variance reveals that the model is significant, with a predicted R-squared of 0.5884 and an adjusted R-squared of 0.6592. The results contribute to the growing research on using coconut coir as a reinforcement material in CSEBs, offering practical recommendations for their application in building construction.
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