Marshall stability properties of asphalt mixture incorporating black rice husk ash

被引:0
|
作者
Jaya, Ramadhansyah Putra [1 ]
Hainin, Mohd Rosli [1 ]
Hassan, Norhidayah Abdul [1 ]
Yaacob, Haryati [1 ]
Satar, Mohd Khairul Idham Mohd [1 ]
Warid, Muhammad Naqiuddin Mohd [1 ]
Mohamed, Azman [1 ]
Abdullah, Mohd Ezree [2 ]
Ramli, Noram Irwan [3 ]
机构
[1] Univ Teknol Malaysia, Dept Geotech & Transportat, Fac Civil Engn, Skudai 81310, Johor Bahru, Malaysia
[2] Univ Tun Hussein Onn Malaysia, Fac Civil & Environm Engn, Batu Pahat 86400, Johor Bahru, Malaysia
[3] Univ Malaysia Pahang, Fac Civil Engn & Earth Resources, Gambang 26300, Pahang, Malaysia
关键词
Stability; asphalt mixture; black rice husk ash; binder; flow; WASTE;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The commercial value of black rice husk ash (BRHA) has increased, and it is suitable for use in highway construction. In this study, BRHA waste was ground using a grinding ball mill to fine particles size less than 75 mu m. Four BRHA contents were considered in the study i.e. 0%, 2%, 4%, and 6% by weight of binder. The asphalt mixture performance of the BRHA was evaluated through Marshall Stability, stiffness, flow, and density test. Test results showed that BRHA can be satisfactorily used as a filler material in order to increases the properties of hot-mix asphalt. Test results also indicate that asphaltic concrete containing 6% BRHA showed excellent performance to Marshall Stability properties. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:22056 / 22062
页数:7
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