1Zakka,
P.W., 1Anowai, S.I., 1Ishaya, A. A., 2Bang,
D.P., 3Yohanna, H.S., 1Williams, F. W., 1Agboju,
S.E and 1Obi, V. T
1Department
of Building, University of Jos, Nigeria.
2Nigerian
Film Corporation (NFC), Jos, Nigeria.
3Department of Building technology, Bells University of technology, Ota, Ogun State
ABSTRACT
Numerous
waste materials are generated from manufacturing processes, service industries
and municipal solid wastes. The increasing awareness about the environment has
tremendously contributed to the concerns related with disposal of the generated
wastes. Solid waste management is one of the major environmental concerns in
the world. With the scarcity of space for land filling and due to its
ever-increasing cost, waste utilization has become an attractive alternative to
disposal. Today there are still
many issues about landfill capacity problem. Plastics
are one of the most widely used materials that change the human life for more
than six decades ago. Plastic waste has a slow degradation rate. In this
study Polyethylene Terephthalete (PET) is used as fibre to investigate the
compressive and flexural behavior of concrete. To address this issue the fibers from used plastics were added in various
percentages in the concrete. The aim of this research is to determine
the strength of concrete produced using shredded plastic bottle fibre as reinforcement.
The compressive and tensile strengths of various concrete specimens were tested
to determine how the incorporation of recycled plastic as a replacement of
coarse aggregate would affect the development of strength in the mixes. A
series of five concrete mixes were compared at replacement increments of 0%,
5%, 10%, 15%, and 20%. All stages of plastic replacement showed a noticeable
decrease in compressive strength. The
test results were compared and the relationships between the observed and predicted
strengths were given. It was observed that both the compressive and flexural
strengths decreased with each increase in percentage addition of plastic. At 5%
addition of PET there was a 20% decrease in compressive strength and a 40%
decrease in flexural strength of concrete respectively. Thus, it was
recommended that shredded polyethylene terephthalate can be used for
non-structural elements.
Keywords: Evaluation, Strength, Properties, Shredded, Plastic, Reinforced, Concrete