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Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/1191

Title: Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
Other Titles: 1st International Conference on Sustainable Materials 2007 (ICoSM2007)
Authors: Mohd Mustafa Al Bakri, Abdullah
Syed Nuzul Fadzli Syed Adam
M. D. Abu Bakar
K. W Leong
Keywords: Rubber Waste Aggregate;Compressive strength;Water – cement Ratio;Aggregates (Building materials);Building materials;Waste products as a building materials
Issue Date: 9-Jun-2007
Publisher: Universiti Malaysia Perlis (UniMAP)
Series/Report no.: 1st International Conference on Sustainable Materials 2007 (ICoSM2007)
Abstract: This research will attempt to use rubber waste (tire rubber) replacement of coarse aggregate to produce early age concrete. An experiment will carry out to determine the strength of early age concrete with rubber waste coarse aggregate to compare with the rubber waste as filler in concrete (with crushed stone coarse aggregate and sand fine aggregate).This research will carry out 2 difference type of concrete which are rubberized concrete and rubber filler in concrete. In rubberized concrete, rubbers were used to replace coarse aggregates and river sand as fine aggregate. Furthermore, in rubber filler in concrete, crushed stone was used as coarse aggregate and river sand as fine aggregate. Coarse aggregate usually gravel or crushed stone and shredded rubber as filler in concrete. The design strength of mixture concrete is 15 MPa for 7 days and water cement ratio are 0.4, 0.5, and 0.7. Lastly; the compression cube test will be test on 7 days. The properties of the aggregate will compared.
Description: Organized by Universiti Malaysia Perlis (UniMAP), 9th - 12th June 2007 at Park Royal Hotel, Penang.
URI: http://hdl.handle.net/123456789/1191
Appears in Collections:Mohd Mustafa Al Bakri Abdullah, Dr.
Conference Papers

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