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Recycling of Industrial Solid
Waste to produce cement units
Waste minimization approach has been
seen as the only sustainable means
of dealing with the waste problem.
Life cycle assessment is a
developing environmental management
technique. At every stage of any
industry there can be material,
energy and labor input. At each
stage there may be waste that is
treated or untreated before disposal
to the environment. Within the
cycle, wastes and retired materials
may be re-used, re-manufactured or
further processed ( recycled) to
minimize the net output.
Sugar beet fibers is a major
fraction of solid waste produced
from sugar industry, it is a residue
remaining after the extraction of
the juice. These natural fibers
could be reused in concrete industry
to produce fiber reinforced cement
units ; it is made primarily of
hydraulic cement, lime water , and
discrete reinforcing fibers. The
principal reason for incorporating
fibers into a cement matrix is to
increase the toughness , tensile
strength , and improve the cracking
deformation characteristics of the
resultant composite.
The target of this research is to
use the sugar solid waste industry
(Beet fibers) to produce fiber
reinforced concrete units after
removing organic materials from it.
Two types of mixes were used. Mix A
is (1 cement part to 1.5 part of
beet sugar by weight). While Mix B
lime were used with cement as 1 part
cement: 0.5 part hydrated lime 1.5
parts of beet fiber by weight.
Calcium chloride were added as an
accelerating factor while copper
sulfate were used in the mix as
antibiotic growth. The compressive
strength of mix A cement units was
3.1 MP. At age of 28 days the
modulus of rapture was 0.79 MP at
the same age. While mix B results
was 7.2 MP for compressive strength
at age of 28 day and modulus of
rapture was 7.4 MP at the same age.
Then these units were exposed to
natural climate condition ( cold,
hot, rain ) for seven months with no
change in properties. The other
benefit of these units is light
weight which means good thermal
insulation. The dry density of mix A
was 1850 Kg/m3 and for mix B was
1350 Kg/m3.
Organized by: Walid Hikmat
RAK, United Arab Emirates
Tel: +971 50 374 0617
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