A Study on Load Carrying Capacity of Fly Ash Based Polymer Concrete Columns Strengthened Using Double Layer GFRP Wrapping

Table 2

Mixture proportions of G30 (quantity in kg per m³ of concrete mix).

S. number	Constituent materials	G30
1	Coarse aggregate (6 mm)	363
2	Coarse aggregate (12 mm)	543
3	River sand	554
4	Fly ash	378
5	Sodium hydroxide	50
6	Sodium silicate	124
7	Super plasticizer	8