封面圖片

Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete

Conventional concrete which is produced by the mixture of cement, coarse aggregates, fine aggregates, and water is less environmental friendly due to calcination and mining of sand in river and sea. Polymer concrete is thus promoted where the cement and fine aggregates are replaced partially within...

全面介紹

Saved in:
書目詳細資料
主要作者: How, Han Zhen
格式: Undergraduates Project Papers
語言:English
出版: 2018
主題:
TA Engineering (General). Civil engineering (General)
TH Building construction
在線閱讀:http://umpir.ump.edu.my/id/eprint/27758/1/Experimental%20study%20on%20effect%20of%20silica%20sand%20as%20partial%20fine%20aggregates%20replacement.pdf
http://umpir.ump.edu.my/id/eprint/27758/
標簽: 添加標簽
沒有標簽, 成為第一個標記此記錄!
id my.ump.umpir.27758
record_format eprints
spelling my.ump.umpir.277582023-03-29T07:10:12Z http://umpir.ump.edu.my/id/eprint/27758/ Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete How, Han Zhen TA Engineering (General). Civil engineering (General) TH Building construction Conventional concrete which is produced by the mixture of cement, coarse aggregates, fine aggregates, and water is less environmental friendly due to calcination and mining of sand in river and sea. Polymer concrete is thus promoted where the cement and fine aggregates are replaced partially within itself. In this study, mechanical properties such as compressive strength and tensile splitting strength are measured. The optimum percentage of conventional sand replaced with silica sand to achieve the highest tensile splitting strength can be obtained which is 20%. After 28 days of curing, the maximum tensile splitting strength of polymer cement concrete with 20% replacement level of conventional sand with silica sand increases up to 2.83%. For compressive strength, the strength gets lower when the percentage of fine aggregates replaced with silica sand is higher. After 28 days of curing, the maximum compressive strength of polymer cement concrete decreases up to 30% when the replacement level of fine aggregates is 60%. Silica sand can be used instead of conventional sand in certain parts of the building that do not take high loading since it is more environmental friendly. Concrete projects such as pathways, driveways, and playhouse floor that do not require reinforcement can be constructed by using polymer cement concrete as the uses of silica sand can also save more construction cost. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/27758/1/Experimental%20study%20on%20effect%20of%20silica%20sand%20as%20partial%20fine%20aggregates%20replacement.pdf How, Han Zhen (2018) Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
TH Building construction
spellingShingle TA Engineering (General). Civil engineering (General)
TH Building construction
How, Han Zhen
Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
description Conventional concrete which is produced by the mixture of cement, coarse aggregates, fine aggregates, and water is less environmental friendly due to calcination and mining of sand in river and sea. Polymer concrete is thus promoted where the cement and fine aggregates are replaced partially within itself. In this study, mechanical properties such as compressive strength and tensile splitting strength are measured. The optimum percentage of conventional sand replaced with silica sand to achieve the highest tensile splitting strength can be obtained which is 20%. After 28 days of curing, the maximum tensile splitting strength of polymer cement concrete with 20% replacement level of conventional sand with silica sand increases up to 2.83%. For compressive strength, the strength gets lower when the percentage of fine aggregates replaced with silica sand is higher. After 28 days of curing, the maximum compressive strength of polymer cement concrete decreases up to 30% when the replacement level of fine aggregates is 60%. Silica sand can be used instead of conventional sand in certain parts of the building that do not take high loading since it is more environmental friendly. Concrete projects such as pathways, driveways, and playhouse floor that do not require reinforcement can be constructed by using polymer cement concrete as the uses of silica sand can also save more construction cost.
format Undergraduates Project Papers
author How, Han Zhen
author_facet How, Han Zhen
author_sort How, Han Zhen
title Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
title_short Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
title_full Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
title_fullStr Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
title_full_unstemmed Experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
title_sort experimental study on effect of silica sand as partial fine aggregates replacement in epoxy polymer cement concrete
publishDate 2018
url http://umpir.ump.edu.my/id/eprint/27758/1/Experimental%20study%20on%20effect%20of%20silica%20sand%20as%20partial%20fine%20aggregates%20replacement.pdf
http://umpir.ump.edu.my/id/eprint/27758/
_version_ 1822921384298283008
score 13.251813

相似書籍