Durability Experiment Of Pg70 Modified Asphalt Using Portland Cement As Filler On Marshall Test

Elda Agustina, Mira Wisman, Y. M. Hadi
{"title":"Durability Experiment Of Pg70 Modified Asphalt Using Portland Cement As Filler On Marshall Test","authors":"Elda Agustina, Mira Wisman, Y. M. Hadi","doi":"10.30736/cvl.v8i2.1080","DOIUrl":null,"url":null,"abstract":"Road pavement commonly undergoes damage due to factors such as heavy traffic loads, weather conditions, temperature variations, and inadequate construction practices. To enhance the strength of pavement structures, the utilization of asphalt mixtures with new specifications, particularly PG 70 modified asphalt, becomes essential. The main objective of this study is to assess the durability of the asphalt after 7, 14, 21, and 28 days in terms of Marshall parameters. This experimental research involves creating an initial sample consisting of 12 specimens with asphalt contents of 4.5%, 5%, 5.5%, and 6% to determine the Optimum Asphalt Content (KAO). The samples are subsequently immersed for 30 minutes at a temperature of 60°C. Next, three test specimens are prepared for each planned asphalt content to undergo immersion for 7, 14, 21, and 28 days. The study reveals that the planned KAO is obtained at 6%, and after immersion for 7, 14, 21, and 28 days, the average durability values are 100%, 126.9%, 115.4%, and 127.4%, respectively. Therefore, it can be concluded that the incorporation of Portland cement improves resistance against mixture damage caused by continuous water immersion and enhances the durability value as the immersion period increases.","PeriodicalId":282199,"journal":{"name":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-09-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.30736/cvl.v8i2.1080","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Road pavement commonly undergoes damage due to factors such as heavy traffic loads, weather conditions, temperature variations, and inadequate construction practices. To enhance the strength of pavement structures, the utilization of asphalt mixtures with new specifications, particularly PG 70 modified asphalt, becomes essential. The main objective of this study is to assess the durability of the asphalt after 7, 14, 21, and 28 days in terms of Marshall parameters. This experimental research involves creating an initial sample consisting of 12 specimens with asphalt contents of 4.5%, 5%, 5.5%, and 6% to determine the Optimum Asphalt Content (KAO). The samples are subsequently immersed for 30 minutes at a temperature of 60°C. Next, three test specimens are prepared for each planned asphalt content to undergo immersion for 7, 14, 21, and 28 days. The study reveals that the planned KAO is obtained at 6%, and after immersion for 7, 14, 21, and 28 days, the average durability values are 100%, 126.9%, 115.4%, and 127.4%, respectively. Therefore, it can be concluded that the incorporation of Portland cement improves resistance against mixture damage caused by continuous water immersion and enhances the durability value as the immersion period increases.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
以波特兰水泥为填料的 Pg70 改性沥青马歇尔试验耐久性实验
由于交通负荷大、天气条件、温度变化和施工方法不当等因素,路面通常会受到损坏。为了提高路面结构的强度,使用新规格的沥青混合料,尤其是 PG 70 改性沥青,变得至关重要。本研究的主要目的是评估 7、14、21 和 28 天后沥青在马歇尔参数方面的耐久性。这项实验研究包括制作由 12 个沥青含量分别为 4.5%、5%、5.5% 和 6% 的试样组成的初始样品,以确定最佳沥青含量 (KAO)。随后将试样在 60°C 的温度下浸泡 30 分钟。然后,针对每种计划沥青含量制备三个测试样本,分别浸泡 7、14、21 和 28 天。研究表明,计划的 KAO 为 6%,浸泡 7、14、21 和 28 天后,平均耐久值分别为 100%、126.9%、115.4% 和 127.4%。因此,可以得出结论,掺入硅酸盐水泥可以提高混合料的抗持续浸水破坏能力,并随着浸水时间的延长提高耐久值。
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 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Analysis of Concrete Strength Analysis K-250 With Additional Asbestos Waste Powder as a Substitute of Fine Aggregate The Shear Strength of Clay Stabilized with Palm Bunch Ash and Cement Evaluation of Wastewater Management System Implementation in Tarakan City Selumit Beach Area Analysis of Determinants of Consumer Decisions on the Use of Trans Banyumas and Gojek Cost and Time Comparison Analysis Using Microsoft Project (Case Study: Phase VII Work of the Surabaya Tanjung Perak Berlian Pier Structure Strengthening Project)
×
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
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 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 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1