Effect of Palm Fiber-Hydrated Lime Composition on the Permeability of Stabilised Sandy Soil

Z. Md Yusof, A. Zainorabidin, Mohamed Awad Osman Suliman, Osama Emad Omar Abu Osba
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Abstract

Sandy soil is one of the most conventional construction materials used as backfill materials in the retention of structures in foundations. Thisstudy to investigate the composition of admixture permeability experimental to stabilized sandy soil use the composition percentage (4, 6, & 8% hydrated lime only), sandy soil with 2% hydrated lime (0.5%, 1%, and 1.5% palm fiber) and 6% of hydrated lime (0.5%, 1% and 1.5% of palm fiber) proportionally. The results presented that the mixture of 2% and 6% hydrated lime with 0.5%, 1%, and 1.5% of palm fiber proportionally, decreased the percentage of reduction of permeability from 94.22% at 0 days to 66.67% at 7 days. The mixture of 6% of hydrated lime and 1.5% of palm fiber at 0 dan 7 curing time give a better performance. Thus, this helps in using the constant head method in Geotechnical practices.
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棕榈纤维-水合石灰组分对稳定砂质土渗透性的影响
砂土是地基结构支护中最常用的回填材料之一。本研究对稳定砂土的掺合料渗透率进行了实验研究,采用掺合料比例(仅含4、6、8%水合石灰)、掺合料比例为2%水合石灰(含0.5%、1%、1.5%棕榈纤维)和掺合料比例为6%水合石灰(含0.5%、1%、1.5%棕榈纤维)的砂土。结果表明:2%和6%的水合石灰与0.5%、1%和1.5%的棕榈纤维的比例混合,可使渗透降低率从0 d时的94.22%降低到7 d时的66.67%。水合石灰用量为6%,棕榈纤维用量为1.5%,固化时间为0丹7,固化性能较好。因此,这有助于在岩土工程实践中使用恒水头法。
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0.90
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20.00%
发文量
25
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