Properties of compress stabilised laterite interlocking block using recycled fine aggregate

Construction waste is becoming a serious environmental problem in many large cities in the world including Malaysia. Thus, the minimisation of construction wastes has become a pressing issue. Compressed earth interlocking block (CEIB) is a part of Block Work Systems in Industrialised Building System...

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Main Author:	Hasbullah Ali, Abd Rahim
Format:	Undergraduates Project Papers
Language:	English
Published:	2014
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/9314/ http://umpir.ump.edu.my/id/eprint/9314/ http://umpir.ump.edu.my/id/eprint/9314/1/HASBULLAH%20ALI%20BIN%20ABD%20RAHIM.PDF

id	ump-9314
recordtype	eprints
spelling	ump-93142016-05-09T00:55:21Z http://umpir.ump.edu.my/id/eprint/9314/ Properties of compress stabilised laterite interlocking block using recycled fine aggregate Hasbullah Ali, Abd Rahim TA Engineering (General). Civil engineering (General) Construction waste is becoming a serious environmental problem in many large cities in the world including Malaysia. Thus, the minimisation of construction wastes has become a pressing issue. Compressed earth interlocking block (CEIB) is a part of Block Work Systems in Industrialised Building Systems (IBS). Using the CEIB will reduce the construction time and cost in houses construction as it does not required mortal in bricklaying work. The aim of this study is to determine the suitable curing method and to determine the characteristic of the interlocking block using recycled fine aggregate in terms of compressive strength, durability and water absorption. The different percentages of natural fine aggregate and recycled fine aggregate were used in producing the interlocking block (50:50%, and 33.33:66.67%). The curing sets experimental have 4 different type of curing method. The results from the curing sets experimental shows that Set 3# give the highest compressive strength value (7.01 MPa) for 7 days of curing. The curing method of Set 3# will be used in the recycled set experimental. The test result for the interlocking block using recycled fine aggregate show a lower value of compressive strength than interlocking block in curing set 3# (3.78 MPa from interlocking block with 50% replacement of recycled fine aggregate) with 13.33% of water absorption percentage. 2014-01 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9314/1/HASBULLAH%20ALI%20BIN%20ABD%20RAHIM.PDF Hasbullah Ali, Abd Rahim (2014) Properties of compress stabilised laterite interlocking block using recycled fine aggregate. Faculty Of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84928&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Hasbullah Ali, Abd Rahim Properties of compress stabilised laterite interlocking block using recycled fine aggregate
description	Construction waste is becoming a serious environmental problem in many large cities in the world including Malaysia. Thus, the minimisation of construction wastes has become a pressing issue. Compressed earth interlocking block (CEIB) is a part of Block Work Systems in Industrialised Building Systems (IBS). Using the CEIB will reduce the construction time and cost in houses construction as it does not required mortal in bricklaying work. The aim of this study is to determine the suitable curing method and to determine the characteristic of the interlocking block using recycled fine aggregate in terms of compressive strength, durability and water absorption. The different percentages of natural fine aggregate and recycled fine aggregate were used in producing the interlocking block (50:50%, and 33.33:66.67%). The curing sets experimental have 4 different type of curing method. The results from the curing sets experimental shows that Set 3# give the highest compressive strength value (7.01 MPa) for 7 days of curing. The curing method of Set 3# will be used in the recycled set experimental. The test result for the interlocking block using recycled fine aggregate show a lower value of compressive strength than interlocking block in curing set 3# (3.78 MPa from interlocking block with 50% replacement of recycled fine aggregate) with 13.33% of water absorption percentage.
format	Undergraduates Project Papers
author	Hasbullah Ali, Abd Rahim
author_facet	Hasbullah Ali, Abd Rahim
author_sort	Hasbullah Ali, Abd Rahim
title	Properties of compress stabilised laterite interlocking block using recycled fine aggregate
title_short	Properties of compress stabilised laterite interlocking block using recycled fine aggregate
title_full	Properties of compress stabilised laterite interlocking block using recycled fine aggregate
title_fullStr	Properties of compress stabilised laterite interlocking block using recycled fine aggregate
title_full_unstemmed	Properties of compress stabilised laterite interlocking block using recycled fine aggregate
title_sort	properties of compress stabilised laterite interlocking block using recycled fine aggregate
publishDate	2014
url	http://umpir.ump.edu.my/id/eprint/9314/ http://umpir.ump.edu.my/id/eprint/9314/ http://umpir.ump.edu.my/id/eprint/9314/1/HASBULLAH%20ALI%20BIN%20ABD%20RAHIM.PDF
first_indexed	2023-09-18T22:07:46Z
last_indexed	2023-09-18T22:07:46Z
_version_	1777414822713884672

Properties of compress stabilised laterite interlocking block using recycled fine aggregate

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