Please use this identifier to cite or link to this item: http://dspace.unimap.edu.my:80/xmlui/handle/123456789/23952
Title: Mechanical behaviour of concrete made with coarse recycle concrete of aggregates
Authors: Muhamad Hanif, Yusof
Roshazita Che Amat
Keywords: Concrete
Demolition waste
Coarse recycle concrete
Cement
Issue Date: May-2012
Publisher: Universiti Malaysia Perlis (UniMAP)
Abstract: This research was attempt to use demolition waste replacement of coarse aggregate to produce concrete. An experiment was carry out to determine the strength of concrete with demolition waste aggregate to compare with the normal concrete (with crushed stone coarse aggregate).This research will carry out the particles size analysis, slump test, curing process, concrete density, water absorption and compressive strength experiment. There are 2 difference type of concrete which are normal concrete and recycled aggregates concrete. In recycled aggregates concrete, demolition waste were used to replace coarse aggregates. Furthermore, in normal concrete, crushed stone was used as coarse aggregate. The design strength of mixture concrete is 30 MPa for 28 days and water cement ratio are 0.5. Lastly,the properties of the aggregate will compared. Based on the results obtained, it was found that the compressive strength of normal concrete readings recorded 45.523 MPa. While a mixture of 40%, 60% and 100% of recycle concrete aggregates each 45.076 MPa, 36.458 MPa and 35.218 MPa.
Description: Access is limited to UniMAP community.
URI: http://dspace.unimap.edu.my/123456789/23952
Appears in Collections:School of Environmental Engineering (FYP)

Files in This Item:
File Description SizeFormat 
Reference and appendix.pdf227.48 kBAdobe PDFView/Open
Conclusion.pdf115.13 kBAdobe PDFView/Open
Results and discussion.pdf363.32 kBAdobe PDFView/Open
Methodology.pdf255.31 kBAdobe PDFView/Open
Literature review.pdf214.67 kBAdobe PDFView/Open
Introduction.pdf213.4 kBAdobe PDFView/Open
Abstract, Acknowledgement.pdf279.37 kBAdobe PDFView/Open


Items in UniMAP Library Digital Repository are protected by copyright, with all rights reserved, unless otherwise indicated.