Title of article
Properties of Modified High Permeable Concrete with a Crumb Rubber
Author/Authors
Yee Ng, Cheng Department of Civil and Environmental Engineering - Universiti Teknologi PETRONAS, Malaysia , Narong, Anaqi Ratna Department of Civil and Environmental Engineering - Universiti Teknologi PETRONAS, Malaysia , Kamarul Zaman, Aifaa Balqis Department of Civil and Environmental Engineering - Universiti Teknologi PETRONAS, Malaysia , Mustaffa, Zahiraniza Department of Civil and Environmental Engineering - Universiti Teknologi PETRONAS, Malaysia , Mohammed, Bashar S Department of Civil and Environmental Engineering - Universiti Teknologi PETRONAS, Malaysia , Woen Ean, Lee Institute of Sustainable Energy - Universiti Tenaga Nasional - Jalan IKRAM-UNITEN, Malaysia
Pages
10
From page
82
To page
91
Abstract
Background:
High permeable concrete is designed with high porosity, which allows water to pass through it. By considering this ability, it has been widely used for various applications including high permeable road pavement. However, to fully adopt highly permeable road pavement technology is challenging due to high cost and maintenance, besides, the present engineers and contractors have insufficient expertise and experience with this technology. Henceforth, the high porosity property is highly favorable for road curb applications especially in the tropical region like Malaysia with high rainfall intensity.
Objective:
This paper aimed to determine the properties of the concrete experimentally, and propose the optimum mix design of high permeable concrete for road curb.
Methods:
The flow value and setting time of the cement paste were investigated. Next, the effects of the modified high permeable concrete with varying amount of crumb rubber on compressive strength, permeability and void ratio were also investigated.
Results and Conclusion:
Results have revealed that the workability of the cement paste increases when the water-binder ratio and the amount of fly ash increase. Meanwhile, an increasing amount of cement ratio and crumb rubber lowers the flow value and consequently leads to lower void ratio and permeability. Besides, it has been found that the higher the compressive strength, the lower the void ratio and permeability of the concrete. The research findings support that using an optimum amount of cement replacement with crumb rubber as an additive may increase the performance of a high permeable concrete. Herein, the results indicate that the mix design of the concrete studied has the potential to be applied onto the road curb.
Keywords
Crumb rubber , Compressive strength , High permeable concrete , Permeability , Porosity , Void ratio
Journal title
Open Civil Engineering Journal
Serial Year
2019
Full Text URL
Record number
2565119
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