Authors :
Shittu, Sheriff Adekola
Volume/Issue :
Volume 8 - 2023, Issue 6 - June
Google Scholar :
https://bit.ly/3TmGbDi
Scribd :
https://tinyurl.com/268u5bx4
DOI :
https://doi.org/10.5281/zenodo.8149845
Abstract :
The construction industry in developing
countries faces challenges due to high costs of building
materials, often imported. Nigeria, where construction
costs are high, is increasingly aware of the need for local
materials for functional but low-cost dwellings.
Sandcrete hollow blocks, a common walling material in
Nigeria, are made from a mixture of river sand, cement,
and water. However, the strength of some sandcrete
blocks has been found to be below recommended
standards, resulting in expensive repair works and
reconstructions. Several low-cost materials have been
identified as strategies to reduce construction costs, such
as compressed stabilized laterite bricks (CSLBs),
bamboo fibers as reinforcement in concrete, rice husk
ash as a replacement for cement in sandcrete blocks, and
ungrounded rice husk ash for lightweight sandcrete with
insulating properties and reduced costs. This study aims
to develop an alternative cost-effective means of
producing sandcrete blocks by a partial replacement of
conventional fine sand with sharp coarse sand. Coarse
sand is readily available and extensively used in Nigeria
in the manufacturing of concrete, producing higher
strength concrete than washed fine sand. The study
investigates the structural properties of sandcrete blocks
produced with varying proportions of coarse sand,
cement, and water. The objectives include determining
the particle size of the fine and sharp sand used,
investigating the structural properties of sandcrete
blocks produced with varying proportions of sharp sand,
determining the compressive strength of sandcrete
blocks produced from fine sand, and determining the
optimum percentage of sharp sand that could improve
structural performance of sandcrete blocks. Sandcrete
blocks are a popular walling material in Nigeria, but
they have been linked to failures in the form of cracks
and collapses. Poor quality sandcrete used in
construction has led to inconsistent quality of sandcrete
blocks. Sandcrete blocks are widely used as walling
materials in Nigeria and other developing countries, as
they are designed to support loads other than their own
weight. Recent structural collapses in Nigeria have
raised concerns for more in-depth study on the
resistance mechanisms of all components of the
structure. Researchers have studied the strength
deformations and failure mechanisms of concrete
masonry under static and dynamic loads. The study aims
to address the connection between mixed composition
and compactive effort on the strength and economy of
sandcrete masonry. The National Institute of Standards
and Technology (NIS) specified two types of sandcrete
blocks: load bearing (load bearing) and non-load
bearing (non-load bearing). The project methodology
used fine sand, sharp sand, cement, and water for the
production of hollow sandcrete blocks. Laboratory tests
were conducted to determine the strength characteristics
of the sandcrete blocks, with results showing a
compressive strength range of 2.5N/mm2 to 3.45N/mm2.
The study aims to improve the strength and economy of
sandcrete masonry by using reduced-scale blocks,
reducing laboratory space requirements, and enhancing
research in areas where sophisticated and heavy
equipment is not available.
The construction industry in developing
countries faces challenges due to high costs of building
materials, often imported. Nigeria, where construction
costs are high, is increasingly aware of the need for local
materials for functional but low-cost dwellings.
Sandcrete hollow blocks, a common walling material in
Nigeria, are made from a mixture of river sand, cement,
and water. However, the strength of some sandcrete
blocks has been found to be below recommended
standards, resulting in expensive repair works and
reconstructions. Several low-cost materials have been
identified as strategies to reduce construction costs, such
as compressed stabilized laterite bricks (CSLBs),
bamboo fibers as reinforcement in concrete, rice husk
ash as a replacement for cement in sandcrete blocks, and
ungrounded rice husk ash for lightweight sandcrete with
insulating properties and reduced costs. This study aims
to develop an alternative cost-effective means of
producing sandcrete blocks by a partial replacement of
conventional fine sand with sharp coarse sand. Coarse
sand is readily available and extensively used in Nigeria
in the manufacturing of concrete, producing higher
strength concrete than washed fine sand. The study
investigates the structural properties of sandcrete blocks
produced with varying proportions of coarse sand,
cement, and water. The objectives include determining
the particle size of the fine and sharp sand used,
investigating the structural properties of sandcrete
blocks produced with varying proportions of sharp sand,
determining the compressive strength of sandcrete
blocks produced from fine sand, and determining the
optimum percentage of sharp sand that could improve
structural performance of sandcrete blocks. Sandcrete
blocks are a popular walling material in Nigeria, but
they have been linked to failures in the form of cracks
and collapses. Poor quality sandcrete used in
construction has led to inconsistent quality of sandcrete
blocks. Sandcrete blocks are widely used as walling
materials in Nigeria and other developing countries, as
they are designed to support loads other than their own
weight. Recent structural collapses in Nigeria have
raised concerns for more in-depth study on the
resistance mechanisms of all components of the
structure. Researchers have studied the strength
deformations and failure mechanisms of concrete
masonry under static and dynamic loads. The study aims
to address the connection between mixed composition
and compactive effort on the strength and economy of
sandcrete masonry. The National Institute of Standards
and Technology (NIS) specified two types of sandcrete
blocks: load bearing (load bearing) and non-load
bearing (non-load bearing). The project methodology
used fine sand, sharp sand, cement, and water for the
production of hollow sandcrete blocks. Laboratory tests
were conducted to determine the strength characteristics
of the sandcrete blocks, with results showing a
compressive strength range of 2.5N/mm2 to 3.45N/mm2.
The study aims to improve the strength and economy of
sandcrete masonry by using reduced-scale blocks,
reducing laboratory space requirements, and enhancing
research in areas where sophisticated and heavy
equipment is not available.