Utami Sylvia Lestari, Fauzi Rahman, Nor Izha Subagja, Muhammad Khairil Mukmin, Maulana Ivan Aulia Arham, Dewi Puspita
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引用次数: 0
摘要
水泥处理基层 B 级是位于下基层和面层之间的一层路面。该路面层使用细骨料(砂)、棕榈仁灰和水泥作为粘合材料。棕榈仁灰是锅炉燃烧后产生的主要固体废弃物,由于其化学性质与水泥几乎相似,因此可用作混凝土生产中的砂成分还原剂。本研究的目的是确定利用棕榈仁灰与水泥处理的 B 级柔性路面混合料结合后的基层混合料的特性。根据规定的成分,预计在进行压缩强度测试时,获得的压缩强度值将符合规定的规格。测试结果表明,Cempaka 砂的压缩强度值几乎达到了 35 kg/cm2 至 45 kg/cm2 的规定范围,即符合标准压缩强度规范,因此使用 Cempaka 砂更为有效和经济。
ANALYSIS OF THE UTILIZATION OF COMBUSTION WASTE ASH FROM PALM KERNEL SHELL AS A SUBSTITUTE FOR FINE AGGREGATES IN CEMENT TREATED BASE CLASS B
The Cement Treated Base Class B is a layer of pavement located between the lower base layer and the surface layer. This pavement layer uses fine aggregate materials (sand), palm kernel ash, and cement as its binding materials. The palm kernel ash is the main solid waste product from boiler combustion and can be utilized as a sand composition reducer in concrete production due to its chemical properties, which are nearly similar to cement. This research aims to determine the characteristics of the base mixture by utilizing palm kernel ash when combined in the Cement Treated Base Class B mixture for flexible pavement. With the specified composition, it is expected that when compression strength testing is conducted, the obtained compression strength values will meet the specified specifications. After testing, it was found that the Cempaka sand type is more effective and economical to use because its compression strength value almost meets the specified range of 35 kg/cm2 to 45 kg/cm2, which means it falls within the standard compression strength specification.