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Comparison of Rubber as Aggregate and Rubber as Filler in Concrete

Organized by Universiti Malaysia Perlis (UniMAP), 9th - 12th June 2007 at Park Royal Hotel, Penang.

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Bibliographic Details
Main Authors: Mohd Mustafa Al Bakri, Abdullah, Syed Nuzul Fadzli Syed Adam, M. D. Abu Bakar, K. W Leong
Format: Working Paper
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2008
Subjects:
Rubber Waste Aggregate
Compressive strength
Water – cement Ratio
Aggregates (Building materials)
Building materials
Waste products as a building materials
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/1191
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spelling my.unimap-11912014-09-02T04:30:45Z Comparison of Rubber as Aggregate and Rubber as Filler in Concrete Mohd Mustafa Al Bakri, Abdullah Syed Nuzul Fadzli Syed Adam M. D. Abu Bakar K. W Leong Rubber Waste Aggregate Compressive strength Water – cement Ratio Aggregates (Building materials) Building materials Waste products as a building materials Organized by Universiti Malaysia Perlis (UniMAP), 9th - 12th June 2007 at Park Royal Hotel, Penang. 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. 2008-05-22T07:20:25Z 2008-05-22T07:20:25Z 2007-06-09 Working Paper http://hdl.handle.net/123456789/1191 en 1st International Conference on Sustainable Materials 2007 (ICoSM2007) Universiti Malaysia Perlis (UniMAP)
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Rubber Waste Aggregate
Compressive strength
Water – cement Ratio
Aggregates (Building materials)
Building materials
Waste products as a building materials
spellingShingle Rubber Waste Aggregate
Compressive strength
Water – cement Ratio
Aggregates (Building materials)
Building materials
Waste products as a building materials
Mohd Mustafa Al Bakri, Abdullah
Syed Nuzul Fadzli Syed Adam
M. D. Abu Bakar
K. W Leong
Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
description Organized by Universiti Malaysia Perlis (UniMAP), 9th - 12th June 2007 at Park Royal Hotel, Penang.
format Working Paper
author Mohd Mustafa Al Bakri, Abdullah
Syed Nuzul Fadzli Syed Adam
M. D. Abu Bakar
K. W Leong
author_facet Mohd Mustafa Al Bakri, Abdullah
Syed Nuzul Fadzli Syed Adam
M. D. Abu Bakar
K. W Leong
author_sort Mohd Mustafa Al Bakri, Abdullah
title Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
title_short Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
title_full Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
title_fullStr Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
title_full_unstemmed Comparison of Rubber as Aggregate and Rubber as Filler in Concrete
title_sort comparison of rubber as aggregate and rubber as filler in concrete
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2008
url http://dspace.unimap.edu.my/xmlui/handle/123456789/1191
_version_ 1643787098779549696
score 13.214268

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