Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid

Reinforced concrete walls have gained greater acceptance in many countries in conjunction with the Industrialized Building System (IBS). As part of the development of an industrialized housing method, wall panels are designed and tested. This experimental research of structural behaviour of short wa...

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Bibliographic Details
Main Author:	Abdul Rashid, Abdul Allim
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2012
Online Access:	http://ir.uitm.edu.my/id/eprint/18042/ http://ir.uitm.edu.my/id/eprint/18042/1/PPb_ABDUL%20ALLIM%20ABDUL%20RASHID%20EC%2012_5.pdf

id	uitm-18042
recordtype	eprints
spelling	uitm-180422017-10-31T06:53:58Z http://ir.uitm.edu.my/id/eprint/18042/ Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid Abdul Rashid, Abdul Allim Reinforced concrete walls have gained greater acceptance in many countries in conjunction with the Industrialized Building System (IBS). As part of the development of an industrialized housing method, wall panels are designed and tested. This experimental research of structural behaviour of short waii panei under axial ioad comprising 70% Natural Aggregates and 30% Crushed Concrete Wasted Aggregates was carried out. The wall samples reinforced with one layer steel fabric size B7 and concrete Grade 30. The 150 mm x 150 mm x 150 mm concrete cubes were cast for 100% NA and another 30% CCWA and 70% NA to determine the compressive strength. Two samples of short wall panel of sized 75 mm x 500 mm x 1000 mm (Width : Height: Length) were tested under compressive load to determine the ultimate load and structural behaviour. From the analysis , it shows that ultimate load from mixing 70% NA and 30% CCWA at 115 kN. Mode of failure short wall panel are crushing. Faculty of Civil Engineering 2012 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18042/1/PPb_ABDUL%20ALLIM%20ABDUL%20RASHID%20EC%2012_5.pdf Abdul Rashid, Abdul Allim (2012) Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid. [Student Project] (Unpublished)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	Reinforced concrete walls have gained greater acceptance in many countries in conjunction with the Industrialized Building System (IBS). As part of the development of an industrialized housing method, wall panels are designed and tested. This experimental research of structural behaviour of short waii panei under axial ioad comprising 70% Natural Aggregates and 30% Crushed Concrete Wasted Aggregates was carried out. The wall samples reinforced with one layer steel fabric size B7 and concrete Grade 30. The 150 mm x 150 mm x 150 mm concrete cubes were cast for 100% NA and another 30% CCWA and 70% NA to determine the compressive strength. Two samples of short wall panel of sized 75 mm x 500 mm x 1000 mm (Width : Height: Length) were tested under compressive load to determine the ultimate load and structural behaviour. From the analysis , it shows that ultimate load from mixing 70% NA and 30% CCWA at 115 kN. Mode of failure short wall panel are crushing.
format	Student Project
author	Abdul Rashid, Abdul Allim
spellingShingle	Abdul Rashid, Abdul Allim Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid
author_facet	Abdul Rashid, Abdul Allim
author_sort	Abdul Rashid, Abdul Allim
title	Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid
title_short	Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid
title_full	Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid
title_fullStr	Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid
title_full_unstemmed	Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid
title_sort	compressive load comprising 70% natural aggregate (na) 30% crushed concrete wasted aggregate (ccwa) / abdul allim abdul rashid
publisher	Faculty of Civil Engineering
publishDate	2012
url	http://ir.uitm.edu.my/id/eprint/18042/ http://ir.uitm.edu.my/id/eprint/18042/1/PPb_ABDUL%20ALLIM%20ABDUL%20RASHID%20EC%2012_5.pdf
first_indexed	2023-09-18T22:59:38Z
last_indexed	2023-09-18T22:59:38Z
_version_	1777418085939019776

Compressive load comprising 70% natural aggregate (NA) 30% crushed concrete wasted aggregate (CCwA) / Abdul Allim Abdul Rashid

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