Abstract:
Self-compacting concrete is a type of concrete that does not require external or internal
compaction because it becomes levelled and compacted under its own weight. Selfcompacting
concrete is highly engineered concrete with much higher fluidity without
segregation and bleeding. The three main requirement of self-compacting concrete are filling
ability, passing ability and resistance to segregation. Also, there is initiative to re-use wastes to
alleviate construction material demands and favour green construction. To this end, the
present research work investigates use of steel slag fine aggregates as a partial replacement of
river sand in production of self-compacting concrete.
An experimental program was designed to study fresh and hardened mechanical properties of
self-compacting concrete using 0%, 13%, 26%, 39%, 52% and 65% of steel slag aggregates as
a partial replacement of river sand. Various workability test such as (slump flow test, Slump
flow T50cm test, V-funnel test, V- funnel T5min test and L-Box test); and compressive test,
split tensile test and flexural strength test were performed on 12 (150mm*150mm*750mm)
self-compacted RC beams, 36 cubes (150mm*150mm*150mm)and 36 cylinders(150*300mm)
specimens.
Experimental results showed improved mechanical properties of SCC with various
replacement of sand by steel slag. As compared to control, compresive strength increased by
22.23% at 28 days for 52% of steel slag replacement whereas flexural strength and split tensile
strength enhanced by 14.59% and 13.67%, respectively. Also, test results for fresh properties
indicated a slump value of 700mm; 3.5 Sec slump flows at T50cm and 1.0 L-Box blocking
ratio. Overall, fresh concrete properties satisfies acceptance criteria of EFNARC and optimum
value of steel slag replacement for maximized hardened concrete mechanical properties is
52%.