Study Komparasi Penambahan Palm Oil Ash Dengan Bantuan Semen Berdasarkan Nilai California Bearing Ratio

Norseta Ajie Saputra, N. Handayani, Benny Santoso
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Abstract

High water content, water saturation, and low carrying capacity are characteristics of clay soils. The road body may have an uneven surface. On the other hand, in the dry season it will harden and have a high  carrying capacity so that a lot of dust is scattered on the road and blocks the driver's view. As a result, the neighborhood can experience traffic jams and accidents. Check the CBR and PI values to see if there is an increase in clay after stabilization using a mixture of Palm Oil Fuel Ash and cement with variations (0%  POFA + 2% Cement), (3% POFA + 2% Cement), (5% POFA + 2% Cement), and (7% POFA + 2% Cement). Test method Sieve Analysis, Atterberg Limit, Specific Gravity, Moisture Content, Compaction and CBR. Cement and palm oil bunch ash produced a CBR value of 7.4% compared to a natural soil CBR value of 1.59%. The CBR value of the soil will increase, the dry unit weight value will decrease, and the plasticity  value will decrease with the higher proportion of Oil Palm Bunch Ash and cement
基于加利福尼亚承载比值的棕榈油灰添加量与水泥添加量比较研究
含水量高、水饱和度高、承载力低是粘土的特点。路面可能会凹凸不平。另一方面,在旱季,路面会变硬,承载能力高,大量灰尘会散落在路面上,阻挡驾驶员的视线。因此,附近会出现交通堵塞和事故。检查 CBR 值和 PI 值,看使用棕榈油燃料灰和水泥的混合物(0% POFA + 2% 水泥)、(3% POFA + 2% 水泥)、(5% POFA + 2% 水泥)和(7% POFA + 2% 水泥)进行稳定后粘土是否增加。测试方法 筛析、阿特伯极限、比重、含水量、压实度和 CBR。水泥和棕榈油束灰产生的 CBR 值为 7.4%,而天然土壤的 CBR 值为 1.59%。随着油棕束灰和水泥比例的增加,土壤的 CBR 值会增加,干单位重量值会减少,塑性值会降低。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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