Raka Purbanto, I. Thanaya, Ni Komang Sri Cahya Dewi
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引用次数: 0
Abstract
: Mixture of Stone Matrix Asphalt (SMA) or Split Mastic Asphalt, namely hot mix asphalt concrete that maximizes the use of coarse aggregate and high bitumen content then filled with asphalt mastic, namely a mixture of fine aggregate, filler, asphalt and cellulose fibers which function to reduce the flow of asphalt which is caused by high bitumen content. In this study, coconut fibers were used as a substitute for synthetic cellulose fibers. This study aims to analyze the characteristics of the SMA mixture using coconut fiber. Material testing was carried out first on coarse aggregate, fine aggregate, filler, asphalt, and coconut fiber according to SNI procedures. After that, the Marshall testing was carried out to obtain the Optimum Asphalt Content (OAC). Furthermore, the test object was made back on OAC with 3 variations of coconut fiber content, namely 0.2%; 0.3%; 0.4% by weight of the total mixture. The OAC obtained was 7.25%, the optimum coconut fiber content was 0.3%, where the Marshall value was 1154.85 kg (˃600 kg), the remaining Marshall value was 96.57% (≥90%). Marshall's other characteristics have met the 2018 General Specifications 2018 of the Ministry of Public Works and Community housings. The value of Cantabro Abration Loss (CAL) is 2.1% (≤16%). The value of Indirect Tensile Strength (ITS) namely 110.22 kPa. The asphalt flow test (Drain-down) was 0.021% (≤0.3%) while for the test object that was not added with fibers the value was 2.09%.
石基沥青混合料(SMA)或分裂胶泥沥青混合料,即热拌沥青混凝土,最大限度地利用粗骨料和高沥青含量,然后填充沥青胶泥,即细骨料、填料、沥青和纤维素纤维的混合物,其作用是减少沥青含量高造成的沥青流动。在本研究中,椰子纤维被用作合成纤维素纤维的替代品。本研究旨在分析以椰子纤维为原料的SMA混合料的特性。首先按照SNI规程对粗骨料、细骨料、填料、沥青、椰子纤维进行了材料试验。在此基础上,进行了马歇尔试验,以获得最佳沥青含量(OAC)。再以椰子纤维含量为0.2%的3种变化的OAC为试验对象;0.3%;占总混合物重量的0.4%。得到的OAC为7.25%,最佳椰子纤维含量为0.3%,其中Marshall值为1154.85 kg (600kg),剩余Marshall值为96.57%(≥90%)。马歇尔的其他特点符合公共工程和社区住房部2018年通用规范。Cantabro Abration Loss (CAL)值为2.1%(≤16%)。间接抗拉强度(ITS)值即110.22 kPa。沥青流动试验(排水)为0.021%(≤0.3%),未添加纤维的试验对象为2.09%。