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1 Stiffness Properties of Recycled Concrete Aggregate/Polyethylene Plastic 2 Granules in Unbound Pavement Applications 3 4 1 Ehsan Yaghoubi 5 PhD candidate, Department of Civil and Construction Engineering, Swinburne University of 6 Technology, Hawthorn, VIC3122, Australia. 7 Email: eyaghoubi@swin.edu.au 8 9 10 2, a Arul Arulrajah 11 Professor, Department of Civil and Construction Engineering, Swinburne University of 12 Technology, Hawthorn, VIC3122, Australia. 13 Email: aarulrajah@swin.edu.au 14 15 16 3 Yat Wong 17 Senior Lecturer, Department of Mechanical and Product Design Engineering Swinburne 18 University of Technology, Hawthorn, VIC3122, Australia. 19 Email: ywong@swin.edu.au 20 21 22 4, b Suksun Horpibulsuk 23 Professor and Chair, School of Civil Engineering, and Director, Center of Excellence in 24 Innovation for Sustainable Infrastructure Development, Suranaree University of Technology, 25 Nakhon Ratchasima 30000, Thailand & 26 Adjunct Professor, Swinburne University of Technology, Hawthorn, VIC3122, Australia 27 Email: suksun@g.sut.ac.th 28 29 30 Corresponding Authors: 31 32 a Arul Arulrajah 33 Department of Civil and Construction Engineering, 34 Swinburne University of Technology, 35 PO Box 218, Hawthorn, VIC 3122, Australia. 36 Tel.: +61 3 92145741; 37 Fax: +61 3 92148264. 38 Email: aarulrajah@swin.edu.au 39 40 41 42 1PDF Image | Stiffness Properties of Recycled Concrete Aggregate with Polyethylene Plastic Granules
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