Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3

This study is to investigate the Abundant Treated Sea Sand (ATSS) with different percentages as material replacing in concrete brick making ratio 1:3. The abundant means that it is supplies are more than sufficient. By relating to this study, the ATSS is same as normal sea sand but it was located...

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Main Author:	Abdul Rahman, Othman
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/2377/ http://umpir.ump.edu.my/id/eprint/2377/1/ABDUL_RAHMAN_BIN_OTHMAN.PDF

id	ump-2377
recordtype	eprints
spelling	ump-23772015-03-03T07:56:17Z http://umpir.ump.edu.my/id/eprint/2377/ Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3 Abdul Rahman, Othman TA Engineering (General). Civil engineering (General) This study is to investigate the Abundant Treated Sea Sand (ATSS) with different percentages as material replacing in concrete brick making ratio 1:3. The abundant means that it is supplies are more than sufficient. By relating to this study, the ATSS is same as normal sea sand but it was located far away from sea water exposure. The field of studies covers crucial parameters in determining the flexural and drying shrinkage. A total of 200 ATSS concrete bricks with dimensions of 225 mm in length, 105 mm in width, and 75 mm in depth were prepared and been divided into two group with an equal numbers according to different type of testing. Every of 100 ATSS concrete brick in each of the test had five different replacements of ATSS percentages. There were 20%, 15%, 10%, 5% and 0% as the control mixture. All the samples were only cured under water curing for 7 and 28 days before testing. The water to cement ratio of 0.40 and cement to aggregates ratio 1:3 were applied to all of the sample mixtures. In accordance to the drying shrinkage testing, the 10% ATSS mixture shows the highest drying shrinkage strain compared to other mixture at indoor condition while 0% ATSS mixture shows the greatest drying shrinkage strain reading than other mixture at outdoor condition. By according to the BS 6073, it requires 0.65 MJa as a minimum flexural strength for the building materials to be used in structural applications. The final result representated that the control sample did not achieved the minimum flexural strength and the ATSS mixtures also did not meet or exceed the flexural strength of control mixtures. The study finally demonstrated that the period of abundant sea sand treated must be extended due to get the lower chloride content. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2377/1/ABDUL_RAHMAN_BIN_OTHMAN.PDF Abdul Rahman, Othman (2010) Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang.
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) Abdul Rahman, Othman Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3
description	This study is to investigate the Abundant Treated Sea Sand (ATSS) with different percentages as material replacing in concrete brick making ratio 1:3. The abundant means that it is supplies are more than sufficient. By relating to this study, the ATSS is same as normal sea sand but it was located far away from sea water exposure. The field of studies covers crucial parameters in determining the flexural and drying shrinkage. A total of 200 ATSS concrete bricks with dimensions of 225 mm in length, 105 mm in width, and 75 mm in depth were prepared and been divided into two group with an equal numbers according to different type of testing. Every of 100 ATSS concrete brick in each of the test had five different replacements of ATSS percentages. There were 20%, 15%, 10%, 5% and 0% as the control mixture. All the samples were only cured under water curing for 7 and 28 days before testing. The water to cement ratio of 0.40 and cement to aggregates ratio 1:3 were applied to all of the sample mixtures. In accordance to the drying shrinkage testing, the 10% ATSS mixture shows the highest drying shrinkage strain compared to other mixture at indoor condition while 0% ATSS mixture shows the greatest drying shrinkage strain reading than other mixture at outdoor condition. By according to the BS 6073, it requires 0.65 MJa as a minimum flexural strength for the building materials to be used in structural applications. The final result representated that the control sample did not achieved the minimum flexural strength and the ATSS mixtures also did not meet or exceed the flexural strength of control mixtures. The study finally demonstrated that the period of abundant sea sand treated must be extended due to get the lower chloride content.
format	Undergraduates Project Papers
author	Abdul Rahman, Othman
author_facet	Abdul Rahman, Othman
author_sort	Abdul Rahman, Othman
title	Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3
title_short	Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3
title_full	Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3
title_fullStr	Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3
title_full_unstemmed	Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3
title_sort	investigation of abundant treated sea sand (atss) with different percentages in concrete brick making ratio 1:3
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2377/ http://umpir.ump.edu.my/id/eprint/2377/1/ABDUL_RAHMAN_BIN_OTHMAN.PDF
first_indexed	2023-09-18T21:56:08Z
last_indexed	2023-09-18T21:56:08Z
_version_	1777414091309056000

Investigation of abundant treated sea sand (ATSS) with different percentages in concrete brick making ratio 1:3

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