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

来源：

MATERIALS TODAY-PROCEEDINGS | 2018年 / 5卷 / 10期

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

页码：22056 / 22062

页数：7

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