Compressive Strength of Geopolymer Concrete with Fly-Ash from Paiton Steam Power Plant and Variations of Substitution Sodium Silicate (Na2SiO3) with Natural Zeolite
Date
2020-11-03Author
AMINI, Iqlima Nuril
KRISNAMURTI, Krisnamurti
WAHYUNINGTYAS, Winda Tri
Metadata
Show full item recordAbstract
Geopolymer concrete is one of the technological innovations of concrete without
cement. It was prepared using fine aggregates, coarse aggregates, fly-ash, sodium hydroxide
(NaOH), and sodium silicate (Na
2
SiO
3
). In the production of geopolymer concrete, sodium
silicate and sodium hydroxide serve as an alkaline activator. One of the natural materials that
can be used as an alternative material is natural zeolite. Zeolit contains high silica and alumina,
that expected to increase the compressive strength of geopolymer concrete. This research aims
to develop geopolymer concrete technology by understanding the setting time behaviour and
compressive strength by substitution sodium silicate (Na
2
SiO
3
) with natural zeolite. The
percentage of zeolite that substitute for sodium silicate is 0%, 2.5%, 5%, and 7.5 %. The molarity
of NaOH is 12 M. Meanwhile, the ratio of sodium hydroxide and sodium silicate is 1:2.5.
Compressive strength testing is carried out on cylindrical specimens 10 cm x 20 cm. The results
show that natural zeolite can accelerate the setting time of geopolymer paste. The fastest initial
setting time is 48 minutes. Meanwhile, the final setting time is 60 minutes in geopolymer paste
with substitution sodium silicate using 7.5 % zeolite. In addition, for compressive strength
results, zeolite can increase compressive strength. The highest average of compressive strength
results is 46.07 Mpa in substitution of Na
2
SiO
3
with 7.5 % zeolite.
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- LSP-Conference Proceeding [1874]