Universiti Teknologi Malaysia Institutional Repository

Strength of porous concrete pavement at different curing methods

Mohd. Yusak, Mohd. Ibrahim and Jaya, Ramadhansyah Putra and Hainin, Mohd. Rosli and Ismail, Che Ros and Wan Ibrahim, M. H. (2015) Strength of porous concrete pavement at different curing methods. Jurnal Teknologi, 76 (14). pp. 99-103. ISSN 0127-9696

[img]
Preview
PDF (Full Text)
162kB

Official URL: http://dx.doi.org/10.11113/jt.v76.5849

Abstract

Porous concrete pavement has been used in some countries as a solution to environmental problems. Contrary to conventional concrete pavement, there is still lack of knowledge in some areas of production and performance of porous concrete pavement. One of the issue concern is curing conditions. These greatly affect the performance of porous concrete pavement. This paper elaborates the experimental results examining the influence of curing method and makes a comparison between five different curing methods on the strength of porous concrete pavement specimens. The properties analyzed include compressive strength, tensile splitting strength and flexural strength. The experimental results indicate that the different curing methods give a different effect to concrete strength. Based on the results obtained in this experiment, curing method by using polyethylene bag promise a good result and better performance to porous concrete pavement specimen strength.

Item Type:Article
Uncontrolled Keywords:curing method, porous concrete pavement
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:55586
Deposited By: Muhamad Idham Sulong
Deposited On:20 Sep 2016 03:08
Last Modified:01 Nov 2017 04:17

Repository Staff Only: item control page