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

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) siz...

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Main Authors: Euniza, J., Md. N., Hasanan, H., Zaitun, Norhidayah, Abdul Hassan, Haryati, Yaacob, Putra Jaya, Ramadhansyah, Noram Irwan, Ramli, Juraidah, A., Fadzli, M. N.
Format: Conference or Workshop Item
Language:English
English
Published: IOP Publishing 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/23457/
http://umpir.ump.edu.my/id/eprint/23457/
http://umpir.ump.edu.my/id/eprint/23457/1/Porosity%20and%20density%20characteristic%20of%20double.pdf
http://umpir.ump.edu.my/id/eprint/23457/7/9%20Porosity%20and%20density%20characteristic%20of%20double-layer%20concrete%20paving.pdf
id ump-23457
recordtype eprints
spelling ump-234572019-03-18T02:10:02Z http://umpir.ump.edu.my/id/eprint/23457/ Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules Euniza, J. Md. N., Hasanan H., Zaitun Norhidayah, Abdul Hassan Haryati, Yaacob Putra Jaya, Ramadhansyah Noram Irwan, Ramli Juraidah, A. Fadzli, M. N. TA Engineering (General). Civil engineering (General) 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. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23457/1/Porosity%20and%20density%20characteristic%20of%20double.pdf pdf en cc_by http://umpir.ump.edu.my/id/eprint/23457/7/9%20Porosity%20and%20density%20characteristic%20of%20double-layer%20concrete%20paving.pdf 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 https://doi.org/10.1088/1755-1315/244/1/012038
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Euniza, J.
Md. N., Hasanan
H., Zaitun
Norhidayah, Abdul Hassan
Haryati, Yaacob
Putra Jaya, Ramadhansyah
Noram Irwan, Ramli
Juraidah, A.
Fadzli, M. N.
Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
description 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.
format Conference or Workshop Item
author Euniza, J.
Md. N., Hasanan
H., Zaitun
Norhidayah, Abdul Hassan
Haryati, Yaacob
Putra Jaya, Ramadhansyah
Noram Irwan, Ramli
Juraidah, A.
Fadzli, M. N.
author_facet Euniza, J.
Md. N., Hasanan
H., Zaitun
Norhidayah, Abdul Hassan
Haryati, Yaacob
Putra Jaya, Ramadhansyah
Noram Irwan, Ramli
Juraidah, A.
Fadzli, M. N.
author_sort Euniza, J.
title Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
title_short Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
title_full Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
title_fullStr Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
title_full_unstemmed Porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
title_sort porosity and density characteristic of double-layer concrete paving blocks incorporating rubber granules
publisher IOP Publishing
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/23457/
http://umpir.ump.edu.my/id/eprint/23457/
http://umpir.ump.edu.my/id/eprint/23457/1/Porosity%20and%20density%20characteristic%20of%20double.pdf
http://umpir.ump.edu.my/id/eprint/23457/7/9%20Porosity%20and%20density%20characteristic%20of%20double-layer%20concrete%20paving.pdf
first_indexed 2023-09-18T22:35:07Z
last_indexed 2023-09-18T22:35:07Z
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