UTILIZATION OF SPENT BLEACHING EARTH WASTE ON LIME-SOIL STABILIZATION FOR ROAD BODY FOUNDATION LAYER BASED ON SOIL MECHANICAL

Ananda Anggiat Zanjabil, Eka Priadi, Vivi Bachtiar
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Abstract

Soil stabilization is mixing soil with specific materials to improve the soil's technical attributes to meet specific technical requirements, such as increasing its stability. One stabilization method is chemical stabilization, which utilizes mixing heaped soil using lime and Spent Bleaching Earth (SBE). This research is focused on the effect of mixing lime with SBE for soil stabilization with maintenance time between 0, 7, and 14 days. The amount of lime used in the research is 4% from the soil dry weight with variations of the SBE mixture of 5%, 10%, 15%, and 20%. The conclusion obtained in this study was that adding SBE could increase the maximum dry density up to a percentage of 10%. Using SBE of more than 10% reduces the maximum dry density value but increases the optimum moisture content. From the mechanical attributes testing carried out, it can be seen that a percentage of 10% can increase the results of mechanical testing, while an increment above 10% will reduce the mechanical results. Based on the CBR and UCS test results, we found that lime and SBE mixture can pass the attributes limit for a grade S aggregate foundation layer and full-fill the requirement as a road body foundation layer. So, it can be concluded that lime and SBE mixture can be used as a road body foundation layer but has not reached the target for road foundation layers and requires maintenance for some time.
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基于土力学的漂白土废土在公路路基灰土稳定中的应用
土壤稳定是将土壤与特定物质混合,改善土壤的技术属性,以满足特定的技术要求,如增加其稳定性。一种稳定方法是化学稳定,它利用石灰和废漂白土(SBE)混合堆土。本研究的重点是石灰与SBE混合对土壤稳定的影响,维护时间为0、7和14天。研究中使用的石灰量为土壤干重的4%,SBE混合物的变化为5%,10%,15%和20%。本研究得出的结论是,添加SBE可使最大干密度提高10%。使用10%以上的SBE降低了最大干密度值,但增加了最佳含水量。从所进行的力学属性测试可以看出,10%的百分比可以提高力学测试的结果,而10%以上的增量则会降低力学结果。基于CBR和UCS试验结果,我们发现石灰和SBE混合料可以通过S级骨料基础层的属性限制,完全满足道路体基础层的要求。由此可见,石灰与SBE混合料可以作为路体基础层,但尚未达到道路基础层的目标,需要一段时间的维护。
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