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Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules

Euniza, J. and Md. N., Hasanan and H., Zaitun and Norhidayah, Abdul Hassan and Haryati, Yaacob and Putra Jaya, Ramadhansyah and Noram Irwan, Ramli and Juraidah, A. and Fadzli, M. N. (2019) Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules. In: IOP Conference Series: Earth and Environmental Science, National Colloquium on Wind and Earthquake Engineering, 17-18 August 2018 , Kuantan, Pahang, Malaysia. pp. 1-7., 244 (012038). ISSN 1755-1315

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Abstract

Porous cement concrete (PCC) is among the most effective voids reducer as compared to other types of concrete paver. The understanding on the techniques to produce durable pavement, the double-layer rubberized concrete paving blocks (DRCPB) was investigate in this study. Two rubber granules (RG) sizes, 1 mm to 4 mm, and 5 mm to 8 mm, were used as partial replacement aggregate to enhance the influence of DRCPB. The DRCPB containing 10 % (DRCPB-10), 20 % (DRCPB-20), 30 % (DRCPB-30), and 40 % (DRCPB-40) of RG designated with 10 mm, 20 mm, 30 mm, and 40 mm thick of top layer, and control concrete paving block (CCPB) were manufactured. Porosity and density test were carried out to analyse the durability characteristics of DRCPB. The results show that the porosity of DRCPB increased multiple when RG content increases from 0 to 40 % where the density of rubberized concrete is directly affected by the RG content.

Item Type: Conference or Workshop Item (Lecture)
Uncontrolled Keywords: Porous cement concrete (PCC); Paver
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: Ms. Norashikin Nordin
Date Deposited: 31 Dec 2018 23:26
Last Modified: 18 Mar 2019 02:10
URI: http://umpir.ump.edu.my/id/eprint/23457
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