The Effect of Diatomaceous Earth Addition on CBR Values of Glee Geunteng Soil in Aceh Besar, Aceh Province, Indonesia

B. Chairullah, M. Sungkar, Muhammad Ghiffari Ritonga
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Abstract

The soil which is the platform often used for construction activities needs the strength to resist loads. However, its physical and mechanical properties are sometimes naturally limited and this implies there is a need for improvement and stabilization. Therefore, this study uses diatomaceous earth, which is a natural pozzolanic material classified as a type of Supplementary Cementing Materials (SCM), as an additive. The chemical stabilization was conducted by mixing the soil with stabilizing materials such as cement, lime, fly ash or others that have the ability to change the chemical composition and combination of soil. It is important to note that diatomaceous earth has similar properties as other pozzolanic materials such as fly ash and metakaolin powder and this is the reason it is expected to function as a soil stabilizing agent needed to improve soil properties. This study was conducted using the soil from Glee Geunteng in Peukan Bada as well as the diatomaceous earth obtained from Lambeureunut Village, Aceh Besar Regency, Aceh Province, Indonesia. The main purpose was to determine the California Bearing Ratio (CBR) value of the Glee Geunteng soil mixed with diatomaceous earth at 5, 10, 15, and 20% dry weight of the soil. The CBR test consisted of unsoaked CBR, soaked CBR testing at 4 days, and swelling properties of CBR with a variety of diatomaceous earth mixtures. Glee Geunteng soil was classified as A-6 Group Index 3 based on the AASHTO soil classification and as the SC (silty clay) soil according to the USCS classification. The results showed that the unsoaked CBR value reduced from 35.96% for the natural Glee Geunteng soil to 31.65% for the soil mixed with 20% diatomaceous earth material. A similar trend was observed for the soaked CBR value with a reduction from 15.57% to 6.98%. The decrease in CBR value was perceived to be caused by the very small silica content (SiO2 ) in diatomaceous earth material with 42.09% compared to the 86% in the material obtained from another source in the previous research by Hidayati.
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添加硅藻土对印尼亚齐省亚齐州Glee Geunteng土壤CBR值的影响
作为建筑活动平台的土壤,需要具有一定的抗荷载强度。然而,它的物理和机械性能有时自然有限,这意味着需要改进和稳定。因此,本研究使用硅藻土作为添加剂,硅藻土是一种天然的火山灰材料,被归类为补充胶凝材料(SCM)。化学稳定是通过将土壤与稳定材料(如水泥、石灰、粉煤灰或其他能够改变土壤化学成分和组合的物质)混合进行的。值得注意的是,硅藻土与其他火山灰材料(如粉煤灰和偏高岭土粉)具有相似的特性,这就是它有望作为土壤稳定剂改善土壤特性的原因。本研究使用的土壤来自Peukan Bada的Glee Geunteng以及来自印度尼西亚亚齐省亚齐Besar Regency的Lambeureunut村的硅藻土。主要目的是确定与硅藻土混合的Glee Geunteng土在土壤干重为5、10、15和20%时的加州承载比(CBR)值。CBR试验包括未浸泡CBR、浸泡CBR 4 d试验以及不同硅藻土混合物对CBR的溶胀性能的影响。根据AASHTO土壤分类,将Glee genteng土壤分类为A-6类指数3,根据USCS分类,将其分类为SC(粉质粘土)土壤。结果表明,未浸泡CBR值由天然Glee Geunteng土的35.96%降至添加20%硅藻土的31.65%;浸渍后的CBR值也有类似的下降趋势,从15.57%下降到6.98%。CBR值的下降被认为是由于硅藻土材料中的SiO2含量非常低(42.09%),而Hidayati先前研究中从其他来源获得的材料中SiO2含量为86%。
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20
审稿时长
15 weeks
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