Characteristics of Oil Palm Fruit Ash as Binder in Asphaltic Concrete

IF 0.6 Q3 ENGINEERING, MULTIDISCIPLINARY
Mastura Bujang, Nisa ‘Aqila Bakie, Ummi Humaira Bujang, Lee Siaw Kian, Euniza Anak Jusli, Wan Nur Aifa Wan Azahar
{"title":"Characteristics of Oil Palm Fruit Ash as Binder in Asphaltic Concrete","authors":"Mastura Bujang, Nisa ‘Aqila Bakie, Ummi Humaira Bujang, Lee Siaw Kian, Euniza Anak Jusli, Wan Nur Aifa Wan Azahar","doi":"10.17576/jkukm-2023-35(4)-13","DOIUrl":null,"url":null,"abstract":"In order to reduce energy and natural resource consumption during road construction, the sustainability concept needs to be seriously addressed. Oil Palm Fruit Ash (OPFA) is one of the by-products of palm oil production that are typically disposed of in landfills as a result of the growing number of plantations in Malaysia, particularly in Sarawak. Due to the fact that OPFA is known as biomass with pozzolanic qualities (siliceous material), this study was carried out to examine the applicability of OPFA with varying concentrations (0% - 40%) by weight as a modifier in bitumen grade 60/70. Based on the results of the laboratory testing, it was discovered that the modified bitumen provided greater resistance to rutting, temperature, and skid resistance on the bituminous mixture (AC20) compared to the control sample. The 40% OPFA modified samples had the greatest resilient modulus test value, measuring 10992 MPa at 25 °C and 2936 MPa at 40 °C, respectively. In addition, the combination containing 40% OPFA produced the lowest deformation value in the dynamic creep test, which was only 0.20mm, while producing 83.63 skid numbers in the skid resistance test. OPFA can be utilized as a binder modifier to improve the performance of bituminous mixture, which indirectly supports the sustainable development goals (SDGs) concept in road construction, as this study conclusively demonstrated.","PeriodicalId":17688,"journal":{"name":"Jurnal Kejuruteraan","volume":"20 1","pages":"0"},"PeriodicalIF":0.6000,"publicationDate":"2023-07-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal Kejuruteraan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.17576/jkukm-2023-35(4)-13","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

Abstract

In order to reduce energy and natural resource consumption during road construction, the sustainability concept needs to be seriously addressed. Oil Palm Fruit Ash (OPFA) is one of the by-products of palm oil production that are typically disposed of in landfills as a result of the growing number of plantations in Malaysia, particularly in Sarawak. Due to the fact that OPFA is known as biomass with pozzolanic qualities (siliceous material), this study was carried out to examine the applicability of OPFA with varying concentrations (0% - 40%) by weight as a modifier in bitumen grade 60/70. Based on the results of the laboratory testing, it was discovered that the modified bitumen provided greater resistance to rutting, temperature, and skid resistance on the bituminous mixture (AC20) compared to the control sample. The 40% OPFA modified samples had the greatest resilient modulus test value, measuring 10992 MPa at 25 °C and 2936 MPa at 40 °C, respectively. In addition, the combination containing 40% OPFA produced the lowest deformation value in the dynamic creep test, which was only 0.20mm, while producing 83.63 skid numbers in the skid resistance test. OPFA can be utilized as a binder modifier to improve the performance of bituminous mixture, which indirectly supports the sustainable development goals (SDGs) concept in road construction, as this study conclusively demonstrated.
油棕果灰作为沥青混凝土粘结剂的特性研究
为了减少道路建设过程中能源和自然资源的消耗,需要认真对待可持续发展的概念。油棕果灰(OPFA)是棕榈油生产的副产品之一,由于马来西亚,特别是沙捞越的种植园数量不断增加,油棕果灰通常被丢弃在垃圾填埋场。由于OPFA被称为具有火山灰性质的生物质(硅质材料),因此本研究旨在研究不同重量浓度(0% - 40%)的OPFA作为60/70级沥青改性剂的适用性。根据实验室测试结果,与对照样品相比,改性沥青在沥青混合料(AC20)上具有更强的抗车辙、温度和防滑性。40% OPFA改性试样的弹性模量测试值最大,25℃时为10992 MPa, 40℃时为2936 MPa。此外,含40% OPFA的组合在动态蠕变试验中产生的变形值最低,仅为0.20mm,而在抗滑试验中产生的滑移数为83.63。OPFA可以作为粘结剂改性剂来改善沥青混合料的性能,间接支持道路建设中的可持续发展目标(SDGs)概念。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Jurnal Kejuruteraan
Jurnal Kejuruteraan ENGINEERING, MULTIDISCIPLINARY-
自引率
16.70%
发文量
0
审稿时长
24 weeks
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信