Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement

Various studies had been carried out by using waste products to replace the current material use for concrete. One of the wastes that can be obtained from aquaculture industry is cockle shell. It had been found out that cockle shell has the potential to replace coarse aggregate. This research presen...

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Main Author: Teh, Gek Yu
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2013
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/16724/
http://umpir.ump.edu.my/id/eprint/16724/
http://umpir.ump.edu.my/id/eprint/16724/1/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Table%20of%20contents.PDF
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spelling ump-167242017-02-20T06:10:45Z http://umpir.ump.edu.my/id/eprint/16724/ Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement Teh, Gek Yu TA Engineering (General). Civil engineering (General) Various studies had been carried out by using waste products to replace the current material use for concrete. One of the wastes that can be obtained from aquaculture industry is cockle shell. It had been found out that cockle shell has the potential to replace coarse aggregate. This research presents the result on the engineering properties of coarsely crushed cockle shell as coarse aggregate replacement in concrete. Two mix proportions are used throughout this research which are 1:1.8:0.7 and 1:1:1.5 which is consist of cement to sand to aggregateo All samples were prepared with constant cement content of 500kg/m3 and w/c ratio of 0.4. Samples are subjected to water curing for 3, 7 and 28 days. The mix proportion of 1: 1: 1.5 obtained better result in terms of workability, compressive strength, flexural strength and modulus of elasticity. The effect of cockle shell towards fresh concrete will reduce the workability. Cockle shell in concrete will lowered the strength but differences are insignificant. Conclusively, the results revealed that the strength of cockle shell concrete is comparable with plain concrete. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/16724/1/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Table%20of%20contents.PDF application/pdf en http://umpir.ump.edu.my/id/eprint/16724/2/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Abstract.PDF application/pdf en http://umpir.ump.edu.my/id/eprint/16724/3/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Chapter%201.PDF Teh, Gek Yu (2013) Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:85149&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Teh, Gek Yu
Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
description Various studies had been carried out by using waste products to replace the current material use for concrete. One of the wastes that can be obtained from aquaculture industry is cockle shell. It had been found out that cockle shell has the potential to replace coarse aggregate. This research presents the result on the engineering properties of coarsely crushed cockle shell as coarse aggregate replacement in concrete. Two mix proportions are used throughout this research which are 1:1.8:0.7 and 1:1:1.5 which is consist of cement to sand to aggregateo All samples were prepared with constant cement content of 500kg/m3 and w/c ratio of 0.4. Samples are subjected to water curing for 3, 7 and 28 days. The mix proportion of 1: 1: 1.5 obtained better result in terms of workability, compressive strength, flexural strength and modulus of elasticity. The effect of cockle shell towards fresh concrete will reduce the workability. Cockle shell in concrete will lowered the strength but differences are insignificant. Conclusively, the results revealed that the strength of cockle shell concrete is comparable with plain concrete.
format Undergraduates Project Papers
author Teh, Gek Yu
author_facet Teh, Gek Yu
author_sort Teh, Gek Yu
title Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
title_short Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
title_full Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
title_fullStr Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
title_full_unstemmed Engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
title_sort engineering properties of concrete coarsely crushed cockle shell as coarse aggregate replacement
publishDate 2013
url http://umpir.ump.edu.my/id/eprint/16724/
http://umpir.ump.edu.my/id/eprint/16724/
http://umpir.ump.edu.my/id/eprint/16724/1/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Table%20of%20contents.PDF
http://umpir.ump.edu.my/id/eprint/16724/2/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Abstract.PDF
http://umpir.ump.edu.my/id/eprint/16724/3/Engineering%20properties%20of%20concrete%20coarsely%20crushed%20cockle%20shell%20as%20coarse%20aggregate%20replacement-Chapter%201.PDF
first_indexed 2023-09-18T22:22:41Z
last_indexed 2023-09-18T22:22:41Z
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