Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said

This experimental project compares the performance of 3 waffle slab foundations under concentrated load which is applied to the column stump to a maximum load of 400 kN. One of these slabs is the normally conventional reinforced concrete waffle slab and the other two slabs are two-way partially pres...

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Main Author: Mohd Said, Norman
Format: Thesis
Language:English
Published: 1991
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/104968/1/104968.pdf
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spelling my-uitm-ir.1049682024-10-16T06:39:41Z Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said 1991 Mohd Said, Norman Reinforced concrete This experimental project compares the performance of 3 waffle slab foundations under concentrated load which is applied to the column stump to a maximum load of 400 kN. One of these slabs is the normally conventional reinforced concrete waffle slab and the other two slabs are two-way partially prestressed waffle slabs. Specimen WSF01 is the normally reinforced concrete waffle slab with 4 number of ' waffles ' or ' cell The other two specimens, WSF02 and WSF03 are two-way partially prestressed post-tensioned slabs with 4 and 16 number of ' waffles ' respectively. All the specimens are incorporated with column stumps of 610 mm height. This project seek to study the behaviour of waffle slab foundations under concentrated load applied on the stump. During testing, the strain, deflection and crack pattern were recorded under each load increments. 1991 Thesis https://ir.uitm.edu.my/id/eprint/104968/ https://ir.uitm.edu.my/id/eprint/104968/1/104968.pdf text en public advanced_diploma Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering Abu Bakar, Afidah
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
advisor Abu Bakar, Afidah
topic Reinforced concrete
spellingShingle Reinforced concrete
Mohd Said, Norman
Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said
description This experimental project compares the performance of 3 waffle slab foundations under concentrated load which is applied to the column stump to a maximum load of 400 kN. One of these slabs is the normally conventional reinforced concrete waffle slab and the other two slabs are two-way partially prestressed waffle slabs. Specimen WSF01 is the normally reinforced concrete waffle slab with 4 number of ' waffles ' or ' cell The other two specimens, WSF02 and WSF03 are two-way partially prestressed post-tensioned slabs with 4 and 16 number of ' waffles ' respectively. All the specimens are incorporated with column stumps of 610 mm height. This project seek to study the behaviour of waffle slab foundations under concentrated load applied on the stump. During testing, the strain, deflection and crack pattern were recorded under each load increments.
format Thesis
qualification_level advanced_diploma
author Mohd Said, Norman
author_facet Mohd Said, Norman
author_sort Mohd Said, Norman
title Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said
title_short Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said
title_full Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said
title_fullStr Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said
title_full_unstemmed Behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / Norman Mohd Said
title_sort behaviour of waffle slab foundation incorporated with wire mesh under concentrated load / norman mohd said
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1991
url https://ir.uitm.edu.my/id/eprint/104968/1/104968.pdf
_version_ 1818588130345746432