R.Don isaac1, Dr.C. Selvamony2, A. Maria rajesh3,M.Shaju
pragash4
1 Research Scholar,Anna University-Chennai, Tamilnadu, India
2 Professor, Department of Civil Engineering, Sun College of Engineering & Technology Tamilnadu,
3 Professor, Department of Civil Engineering, Arunachala College of Engineering, Tamilnadu,
4 Assistant Professor, Ponjesly Engineering College, Nagercoil,Tamilnadu
1 Research Scholar,Anna University-Chennai, Tamilnadu, India
2 Professor, Department of Civil Engineering, Sun College of Engineering & Technology Tamilnadu,
3 Professor, Department of Civil Engineering, Arunachala College of Engineering, Tamilnadu,
4 Assistant Professor, Ponjesly Engineering College, Nagercoil,Tamilnadu
Concrete
is the fundamental material in civil engineering industry. This project deals
with the effect of geopolymer concrete by replacing cement. Cement is the
important ingredient in the conventional concrete is the Portland cement. The
production of cement in the factory emits enormous amount of carbon-dioxide
which pollutes the environment, to prevent this low calcium fly ash based
geopolymer concrete is used. Here geopolymers cement is used which is obtained
from the reaction of low calcium fly ash with the alkaline solution (i.e.)
sodium hydroxide and sodium silicate. It does not pollute the environment and
so it is eco-friendly. Metakolin is obtained by Thermal treatment of China
clay. It increases the long term strength, durability and resistance to attack
in peaty/acidic environments. Fiber reinforced concrete (FRC) may be defined as
a composite materials made with Portland cement, aggregate, and incorporating
discrete discontinuous fibers. Polypropylene fibers increases the durability of
geopolymer concrete. To enhance the curing Metakolin is added. It is proposed
to determine and compare the differences in properties of geopolymer concrete
with Metakolin and Polypropylene fiber. The investigation are to be carried out
using several tests which include workability test, impact value test, sieve
analysis, specific gravity test, compression test, split tensional strength and
flexural strength.