Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab

This paper investigate the performance of lightweight oil palm shells (OPS) concrete slab with geogrid reinforcement of 300mm � 300mm size with 20mm, 30mm and 40 mm thick casted with different geogrid orientation and boundary conditions subjected to low impact projectile test. A self-fabricated drop...

Full description

Saved in:
Bibliographic Details
Main Authors: Muda Z.C., Malik G., Usman F., Beddu S., Alam M.A., Mustapha K.N., Birima A.H., Zarroq O.S., Sidek L.M., Rashid M.A.
Other Authors: 55812444000
Format: Conference paper
Published: Institute of Physics Publishing 2023
Subjects:
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Universiti Tenaga Nasional
id my.uniten.dspace-30147
record_format dspace
spelling my.uniten.dspace-301472023-12-29T15:44:57Z Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab Muda Z.C. Malik G. Usman F. Beddu S. Alam M.A. Mustapha K.N. Birima A.H. Zarroq O.S. Sidek L.M. Rashid M.A. 55812444000 55812359300 55812540000 55812080500 57199298044 26032672000 23466519000 57189246634 35070506500 55812328000 Elaeis Boundary conditions Concrete slabs Concretes Cracks Drops Palm oil Reinforcement Sustainable development Control samples Crack resistance Drop-weight impacts Geogrid reinforcement Linear relationships Projectile tests Sustainable construction Sustainable impacts boundary condition cracking impact linear programing reinforced concrete reinforcement Geosynthetic materials This paper investigate the performance of lightweight oil palm shells (OPS) concrete slab with geogrid reinforcement of 300mm � 300mm size with 20mm, 30mm and 40 mm thick casted with different geogrid orientation and boundary conditions subjected to low impact projectile test. A self-fabricated drop-weight impact test rig with a steel ball weight of 1.2 kg drop at 1 m height has been used in this research work. The main variables for the study is to find the relationship of the impact resistance the slab thickness, boundary conditions and geogrid reinforcement orientation. Test results indicate that the used of the geogrid reinforcement increased the impact resistance under service (first) limit crack up to 5.9 times and at ultimate limit crack up to 20.1 times against the control sample (without geogrid). A good linear relationship has been established between first and ultimate crack resistance against the slab thickness. The orientation of the geogrid has minor significant to the crack resistance of the OPS concrete slab. OPS geogrid reinforced slab has a good crack resistance properties that can be utilized as a sustainable impact resistance construction materials. � Published under licence by IOP Publishing Ltd. Final 2023-12-29T07:44:57Z 2023-12-29T07:44:57Z 2013 Conference paper 10.1088/1755-1315/16/1/012062 2-s2.0-84881088498 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84881088498&doi=10.1088%2f1755-1315%2f16%2f1%2f012062&partnerID=40&md5=03a5edb59cd8cc8e9fff077444d910c4 https://irepository.uniten.edu.my/handle/123456789/30147 16 1 12062 All Open Access; Bronze Open Access Institute of Physics Publishing Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Elaeis
Boundary conditions
Concrete slabs
Concretes
Cracks
Drops
Palm oil
Reinforcement
Sustainable development
Control samples
Crack resistance
Drop-weight impacts
Geogrid reinforcement
Linear relationships
Projectile tests
Sustainable construction
Sustainable impacts
boundary condition
cracking
impact
linear programing
reinforced concrete
reinforcement
Geosynthetic materials
spellingShingle Elaeis
Boundary conditions
Concrete slabs
Concretes
Cracks
Drops
Palm oil
Reinforcement
Sustainable development
Control samples
Crack resistance
Drop-weight impacts
Geogrid reinforcement
Linear relationships
Projectile tests
Sustainable construction
Sustainable impacts
boundary condition
cracking
impact
linear programing
reinforced concrete
reinforcement
Geosynthetic materials
Muda Z.C.
Malik G.
Usman F.
Beddu S.
Alam M.A.
Mustapha K.N.
Birima A.H.
Zarroq O.S.
Sidek L.M.
Rashid M.A.
Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
description This paper investigate the performance of lightweight oil palm shells (OPS) concrete slab with geogrid reinforcement of 300mm � 300mm size with 20mm, 30mm and 40 mm thick casted with different geogrid orientation and boundary conditions subjected to low impact projectile test. A self-fabricated drop-weight impact test rig with a steel ball weight of 1.2 kg drop at 1 m height has been used in this research work. The main variables for the study is to find the relationship of the impact resistance the slab thickness, boundary conditions and geogrid reinforcement orientation. Test results indicate that the used of the geogrid reinforcement increased the impact resistance under service (first) limit crack up to 5.9 times and at ultimate limit crack up to 20.1 times against the control sample (without geogrid). A good linear relationship has been established between first and ultimate crack resistance against the slab thickness. The orientation of the geogrid has minor significant to the crack resistance of the OPS concrete slab. OPS geogrid reinforced slab has a good crack resistance properties that can be utilized as a sustainable impact resistance construction materials. � Published under licence by IOP Publishing Ltd.
author2 55812444000
author_facet 55812444000
Muda Z.C.
Malik G.
Usman F.
Beddu S.
Alam M.A.
Mustapha K.N.
Birima A.H.
Zarroq O.S.
Sidek L.M.
Rashid M.A.
format Conference paper
author Muda Z.C.
Malik G.
Usman F.
Beddu S.
Alam M.A.
Mustapha K.N.
Birima A.H.
Zarroq O.S.
Sidek L.M.
Rashid M.A.
author_sort Muda Z.C.
title Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
title_short Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
title_full Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
title_fullStr Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
title_full_unstemmed Impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
title_sort impact resistance of sustainable construction material using light weight oil palm shells reinforced geogrid concrete slab
publisher Institute of Physics Publishing
publishDate 2023
_version_ 1806427966083694592