A study on the performance of concrete containing recycled aggregates and ceramic as materials replacement

Global Congress on Construction, Material and Structural Engineering 2017

材料科学;土木建筑工程

Azmi, N.B.^1 ; Khalid, F.S.^1 ; Irwan, J.M.^1 ; Anting, N.^1 ; Mazenan, P.N.^1

Jamilus Research Center, Faculty of Civil and Environment Engineering, Universiti Tun Hussein Onn Malaysia, Parit Raja, Johor

86400, Malaysia^1

关键词: Bonding mechanism;    Commercial construction;    Concrete productions;    Conventional concrete;    Natural aggregate;    Recycled aggregates;    Recycled concrete aggregates;    Water-cement ratio;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/271/1/012081/pdf
DOI  :  10.1088/1757-899X/271/1/012081

来源: IOP

【 摘 要 】

Natural fine aggregate materials are commonly used in development and commercial construction in Malaysia. In fact, concrete production was increased as linear with the growing Malaysia economy. However, an issue was production of concrete was to locate adequate sources of natural fine aggregates. There lot of studies have been conducted in order to replace the fine aggregate in which natural fine aggregate replace with the waste material in concrete preparation. Therefore, this study aims to utilize the Recycled Concrete Aggregate (RCA) and ceramic waste which has great potential to replace the natural aggregate in concrete mix with different type of method, admixture, and parameters. This research were focused on compressive strength and water absorption test to determine the optimum mix ratio of concrete mix. The concrete aggregate was chosen due to improvement capillary bonding mechanisms and ceramic presented similar strength compared to the conventional concrete using natural aggregate. Percent of replacement have been used in this study was at 25%, 35% and 45% of the RCA and 5%, 10% and 15% for ceramic, respectively. Furthermore, this research was conduct to find the optimum percentage of aggregate replacement, using water-cement ratio of 0.55 with concrete grade 25/30. The best percentage of replacement was the RCA35% C15% with the compressive strength of 34.72 MPa and the water absorption was satisfied.