ECC Design Based on Uniform Design Test Method and Alternating Conditional Expectation

Table 14

Randomly selected ECC mix proportions (mass ratio).

No.	Cement	Fly ash	w/c	Fiber	Quartz sand	Water-reducing admixture	W/B	S/B	F/B
P1	1.0	1.20	0.770	0.044	0.60	0.003	0.35	0.27	0.02
P2	1.0	0.35	0.530	0.030	0.40	0.012	0.39	0.30	0.02
P3	1.0	1.50	1.050	0.050	0.64	0.001	0.42	0.26	0.02
P4	1.0	2.30	1.200	0.063	0.90	0.011	0.36	0.27	0.02
P5	1.0	0.8	0.667	0.033	0.50	0.009	0.37	0.28	0.02