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Mohamed Rehan Karim

Researcher at University of Malaya

Publications -  152
Citations -  4567

Mohamed Rehan Karim is an academic researcher from University of Malaya. The author has contributed to research in topics: Asphalt & Stone mastic asphalt. The author has an hindex of 31, co-authored 152 publications receiving 3540 citations. Previous affiliations of Mohamed Rehan Karim include Peninsular Malaysia & National University of Malaysia.

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Investigation on physical properties of waste cooking oil – Rejuvenated bitumen binder

TL;DR: In this paper, the novelty of using waste cooking oil (WCO), which is frequently found as a polluting waste material in landfills and rivers from the food industry, to rejuvenate the bituminous binder was investigated.
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Using waste plastic bottles as additive for stone mastic asphalt

TL;DR: In this article, the effect of incorporating waste plastic bottles (Polyethylene Terephthalate (PET)) on the engineering properties of stone mastic asphalt (SMA) mixture was determined.
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Investigation of the possibility of using waste cooking oil as a rejuvenating agent for aged bitumen

TL;DR: Using 3-4% of WCO the aged bitumen group 40/50 was rejuvenated to a condition that closely resembled the physical, rheological properties of the original bitumen, however, there was a difference in the tendency to ageing between the WCO rejuvenated bitumen and the virgin bitumen during mixing, transport and laying on the road.
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A review of using waste and virgin polymer in pavement

TL;DR: A review of the use of polymers in asphalt pavement can be found in this article, where a critical review on the history and benefits of using waste and virgin polymer in asphalt is presented.
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Performance evaluation of utilization of waste Polyethylene Terephthalate (PET) in stone mastic asphalt

TL;DR: In this article, an experimental research on the application of waste plastic bottles (Polyethylene Terephthalate (PET)) as an additive in stone mastic asphalt (SMA) is presented, where wheel tracking, moisture susceptibility, resilient modulus and drain down tests were carried out on the mixtures that included various percentages of waste PET as 0, 2, 4, 6, 8% and 10% by weight of bitumen content.