Authors :
Naveen Kumar; Dr Vijay Kumar; Aishwarya G
Volume/Issue :
Volume 8 - 2023, Issue 10 - October
Google Scholar :
https://tinyurl.com/44brd687
Scribd :
https://tinyurl.com/59mtuf25
DOI :
https://doi.org/10.5281/zenodo.10021286
Abstract :
This paper conducts both experimental studies
on high-strength concrete (HSC) incorporating the
development of SCC mixes using industrial products such
as Alccofine as an additive of 10% and GGBS as a partial
replacement for cement at 0, 10, 20, 30, 40, 50, 60%, and
the second phase covers the study of fresh and hardened
properties of developed high strength SCC mixes in the
laboratory. The study comprehensively tested properties
like Rheological, compressive strength, and split tensile
strength at 7, 28, and 91-day curing periods. The results
highlighted enhanced workability when GGBS replaced
cement, particularly in the 40% is optimum strength is
satisfied. However, beyond 10% alccofine additive,
adverse effects were observed across all parameters.
Keywords :
Ground Granulated Blast Furnace Slag (GGBS), Supplementary Cementitious Material (SCM), Compressive Strength (C.S), Split Tensile Strength (S.T.S)
This paper conducts both experimental studies
on high-strength concrete (HSC) incorporating the
development of SCC mixes using industrial products such
as Alccofine as an additive of 10% and GGBS as a partial
replacement for cement at 0, 10, 20, 30, 40, 50, 60%, and
the second phase covers the study of fresh and hardened
properties of developed high strength SCC mixes in the
laboratory. The study comprehensively tested properties
like Rheological, compressive strength, and split tensile
strength at 7, 28, and 91-day curing periods. The results
highlighted enhanced workability when GGBS replaced
cement, particularly in the 40% is optimum strength is
satisfied. However, beyond 10% alccofine additive,
adverse effects were observed across all parameters.
Keywords :
Ground Granulated Blast Furnace Slag (GGBS), Supplementary Cementitious Material (SCM), Compressive Strength (C.S), Split Tensile Strength (S.T.S)
