Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan

Technology in concrete has been developing in many ways to enhance the quality and properties of concrete. From this technology, a lot of concrete were produced and give some impact to the environment such as reduction of raw material, addition in concrete waste, the addition of a waste disposal are...

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Main Author:	Kamaruzzan, Mohd Baihaqi
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2012
Online Access:	http://ir.uitm.edu.my/id/eprint/18073/ http://ir.uitm.edu.my/id/eprint/18073/2/PPb_MOHD%20BAIHAQI%20KAMARUZZAN%20EC%2012_5.pdf

id	uitm-18073
recordtype	eprints
spelling	uitm-180732019-03-04T03:54:18Z http://ir.uitm.edu.my/id/eprint/18073/ Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan Kamaruzzan, Mohd Baihaqi Technology in concrete has been developing in many ways to enhance the quality and properties of concrete. From this technology, a lot of concrete were produced and give some impact to the environment such as reduction of raw material, addition in concrete waste, the addition of a waste disposal area for concrete. One of the waste products from construction industry is cube concrete. Cubes concrete have a potential as a course aggregate in fresh concrete. Furthermore, in the future, the amounts of nature aggregate will deficits. This research was carrying out to review the material properties of concrete which the concrete was produced from the crushed concrete waste aggregate (30% of CCWA) and natural aggregate (70% of NA) and to determine the compressive and flexure strength of the concrete. There are two test have been done in order to get compressive strength and flexural strength, which is compression test and flexural test. From the result, at days of 28th we can see that the compressive strength of concrete which mix with 30% crushed concrete waste aggregate (CCWA) and 70% natural aggregate (NA) is lower compared to plain concrete or control concrete. Faculty of Civil Engineering 2012 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18073/2/PPb_MOHD%20BAIHAQI%20KAMARUZZAN%20EC%2012_5.pdf Kamaruzzan, Mohd Baihaqi (2012) Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
description	Technology in concrete has been developing in many ways to enhance the quality and properties of concrete. From this technology, a lot of concrete were produced and give some impact to the environment such as reduction of raw material, addition in concrete waste, the addition of a waste disposal area for concrete. One of the waste products from construction industry is cube concrete. Cubes concrete have a potential as a course aggregate in fresh concrete. Furthermore, in the future, the amounts of nature aggregate will deficits. This research was carrying out to review the material properties of concrete which the concrete was produced from the crushed concrete waste aggregate (30% of CCWA) and natural aggregate (70% of NA) and to determine the compressive and flexure strength of the concrete. There are two test have been done in order to get compressive strength and flexural strength, which is compression test and flexural test. From the result, at days of 28th we can see that the compressive strength of concrete which mix with 30% crushed concrete waste aggregate (CCWA) and 70% natural aggregate (NA) is lower compared to plain concrete or control concrete.
format	Student Project
author	Kamaruzzan, Mohd Baihaqi
spellingShingle	Kamaruzzan, Mohd Baihaqi Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan
author_facet	Kamaruzzan, Mohd Baihaqi
author_sort	Kamaruzzan, Mohd Baihaqi
title	Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan
title_short	Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan
title_full	Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan
title_fullStr	Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan
title_full_unstemmed	Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan
title_sort	compressive and flexural strength of concrete with 30% crushed concrete waste aggregates (ccwa) and 70% natural aggregates (na) / mohd baihaqi kamaruzzan
publisher	Faculty of Civil Engineering
publishDate	2012
url	http://ir.uitm.edu.my/id/eprint/18073/ http://ir.uitm.edu.my/id/eprint/18073/2/PPb_MOHD%20BAIHAQI%20KAMARUZZAN%20EC%2012_5.pdf
first_indexed	2023-09-18T22:59:42Z
last_indexed	2023-09-18T22:59:42Z
_version_	1777418090430070784

Compressive and flexural strength of concrete with 30% Crushed Concrete Waste Aggregates (CCWA) and 70% Natural Aggregates (NA) / Mohd Baihaqi Kamaruzzan

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