Concrete compressive strength development when polyethylene terephthalate partially replaces sand / Muhammad Redza Rosman and Norishahaini Mohamed Ishak

The diminution of sand and waste build-ups are two problems often faced today. This research was initialised to investigate the suitability of sand replacement with poly ethylene terephthalate (P.E.T) and also to evaluate the strength development of concrete where sand is replaced with P.E.T.In this...

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Bibliographic Details
Main Authors: Muhammad Redza, Rosman (Author), Norishahaini, Mohamed Ishak (Author)
Format: Book
Published: 2015.
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100 1 0 |a Muhammad Redza, Rosman  |e author 
700 1 0 |a Norishahaini, Mohamed Ishak  |e author 
245 0 0 |a Concrete compressive strength development when polyethylene terephthalate partially replaces sand / Muhammad Redza Rosman and Norishahaini Mohamed Ishak 
260 |c 2015. 
500 |a https://ir.uitm.edu.my/id/eprint/33138/1/33138.pdf 
520 |a The diminution of sand and waste build-ups are two problems often faced today. This research was initialised to investigate the suitability of sand replacement with poly ethylene terephthalate (P.E.T) and also to evaluate the strength development of concrete where sand is replaced with P.E.T.In this research, a total of 40 numbers of 100mm x100mm x 100mm concrete cubes were made for the control specimen, 10%, 20%, 30% and 50% P.E.T replacement, half of which were for the 0.52 water/cement (w/c) ratio and the other half for 0.64w/c ratio. Two cubes of each replacement percentages were cured at three days and the other two at 28 days. The strength imposed at the point of failure marks their individual maximum strength, where they were recorded and analysed. 
546 |a en 
690 |a Concrete 
690 |a Strength and testing 
690 |a Polyethylene 
655 7 |a Conference or Workshop Item  |2 local 
655 7 |a PeerReviewed  |2 local 
787 0 |n https://ir.uitm.edu.my/id/eprint/33138/ 
856 4 1 |u https://ir.uitm.edu.my/id/eprint/33138/  |z Link Metadata