dc.description.abstract |
In this investigation an attempt is made to study the possibility of blending some selected
polymers with bitumen using low cost manual cooking device and thereby exploiting the
potential of polymer modified binder in pavement construction in Bangladesh. Other
objectives of the research were to study the properties of modified binder and mixes
through laboratory experimentations. The qualitative improvement of polymer modified
binder and mixes are studied by comparing their characteristic properties with that of
unmodified bitumen and bituminous mixes.
In this study low density polyethylene (LOPE), poly propylene (PP), ethylene vinyl
acetate (EVA) and polyvinyl chloride (PVC) are tested to check their mixing compatibility
with bitumen. In order to perform the necessary blending operation, a manually operated
simple milling device is fabricated. For laboratory investigation of polymer modified
binder and mixes, LOPE is selected as a modifier of bitumen and a total of four modified
binders and mixes are prepared with 2.5%, 5%, 7.5% and 10% LOPE contents. The
rheological properties of unmodified binder and LOPE modified binder are evaluated by
comparing parameters like specific gravity, penetration, ductility, softening point, loss on
heating and viscosity. The stripping and coating test is also performed to examine the
effect of water and temperature on the coated aggregates. In addition, a non-conventional
"film thickness" test is carried out to compare the binder film thickness on aggregate
coated with unmodified and modified bitumen. The performance of modified bituminous
mixes is evaluated by determining stability, flow, density and void in the mixes.
The study results reveal that properties like penetration, ductility and specific gravity of
the LOPE modified binder decrease while the softening point and viscosity increase with
the increase in concentration of the LOPE in the bitumen. Experimental results indicate
that the LOPE polymer reduces the binder's temperature susceptibility and improves
consistency by significant amounts. The film thickness experiment conducted with solid
steel spheres shows that the binder coating thickness increases significantly with the
increase of the LOPE content in the bitumen. With 10% LOPE content, the increase of
film thickness was about 150% as compared to that of the unmodified binder. The coating
and stripping tests sho,w that the coating of the LOPE modified bitumen on aggregate is
stronger than that of unmodified bitumen on aggregate. From this test it is also observed
that better adhesive property of the modified binder makes the bituminous mixes more
impermeable to water and delays the stripping process. The Marshall stability results shows that LOPE increases the stability values of the
compacted mixes significantly with increasing LOPE content in the bitumen. It is
indicated further that the addition of 10% polymer in the binder increases the resulting
mixture stability by about 34%. The flow values as obtained in the Marshall tests show
slightly increasing pattern with the LOPE content, whereas unlike stability, the density of
the compacted mixes slightly decreases with the increase of LOPE content in the bitumen.
The effect of LOPE on air void (Va), void in mineral aggregate (VMA) and void filled
with asphalt (VFA) is found insignificant.
The study also reveals that the blending of pure forms of polymer with bitumen can be
done by using manual cooking device, but there is a need for fabricating a thermostatically
and mechanically controlled blending system to blend waste polymers and to facilitate
large-scale production of polymer modified binder. |
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