ABSTRACT
An attempt is
being made to study about the strength and durability of self compacting
concrete by using eco sand. The method or procedure to be practiced is partial
replacement of fine aggregate by eco sand (10%, 15% and 20%)which is a very fine particle, which
may help is reducing viscosity, the most essential step in case of self compacting
concrete. Also silica fume is used as an admixture and is replaced in very
small quantity for cement. From various studies carried out it has been
understood that use of silica fume in self compacting concrete may enhance the
durability.
In the case of self compacting
concrete it does not have any prescribed method for the mix design. The mix
design is finalized after trial and error method also based on the tests. More
number of trial mix design has to be conducted in order to attain self
compatibility of concrete. In order to increases the fineness, workability and
durability of concrete, silica fume was used. Super plasticizer was used as
water reducing admixture. Slump flow test, V-funnel test, L-box test are to be
conducted in order to ensure self compatibility of concrete.
1.1
GENERAL
Self-compaction concrete
is a recently developed special concrete in which the ingredients of the
concrete mix are proportioned in such a way that it can flow under its own
weight to completely fill the formwork without segregation and self-consolidate
without any mechanical vibration.
Self - compaction concrete (SCC) has
been described as "the most revolutionary development in concrete
construction for several decades". Originally developed to offset a
growing shortage of skilled labour, it has proved beneficial economically
because of a number of factors, including:
1.
Faster
construction
2.
Reduction
in site manpower
3.
better
surface finishes
4.
Easier
placing
5.
Improved
durability
6.
Greater
freedom in design
7.
Thinner
concrete sections
8.
Reduced
noise levels, absence of vibration
9.
Safer
working environment..
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