A DOE (Response Surface Methodology) Approach to Predict the Strength Properties of Concrete Incorporated with Jute and Bamboo Fibres and Silica Fumes

Table 3

Mix proportion.

Mix designation	Silica fumes (%)	Jute fibre (%)	Bamboo fibre (%)	Fibre length (mm)	Coarse aggregate (kg/m^3)	Fine aggregate (kg/m^3)	Cement (kg/m^3)
SFBJ1	10	0.5	0	50	1214.268	642.576	359.210
SFBJ2	0	1	0.5	50	1214.268	642.576	399.125
SFBJ3	0	0.5	1	50	1214.268	642.576	399.125
SFBJ4	0	0	0.5	50	1214.268	642.576	399.125
SFBJ5	5	1	1	50	1214.268	642.576	379.170
SFBJ6	5	0	1	50	1214.268	642.576	379.170
SFBJ7	5	1	0	50	1214.268	642.576	379.170
SFBJ8	0	0.5	0	50	1214.268	642.576	399.125
SFBJ9	10	0	0.5	50	1214.268	642.576	359.210
SFBJ10	5	0.5	0.5	50	1214.268	642.576	379.170
SFBJ11	5	0.5	0.5	50	1214.268	642.576	379.170
SFBJ12	10	1	0.5	50	1214.268	642.576	359.210
SFBJ13	5	0.5	0.5	50	1214.268	642.576	379.170
SFBJ14	5	0	0	50	1214.268	642.576	379.170
SFBJ15	10	0.5	1	50	1214.268	642.576	359.210