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

Table 7

ECC mix proportion uniform design table (mass ratios).

No.	Cement	Fly ash	w/c	Fiber	Quartz sand	Water-reducing admixture	Remarks
1	1.0	0.110	0.767	0.022	1.0	0.012	Failure, too much water, unworkable
2	1.0	0.431	1.200	0.008	1.4	0.001	Failure, too much water, unworkable
3	1.0	0.752	0.680	0.04	0.6	0.013	Success
4	1.0	1.073	1.113	0.036	1.6	0.001	Success
5	1.0	1.394	0.593	0.005	0.6	0.015	Success
6	1.0	1.716	1.027	0.055	0.7	0.001	Success
7	1.0	2.037	0.507	0.029	0.3	0.036	Failure, insufficient water, unworkable
8	1.0	2.358	0.940	0.00	1.0	0.016	Success
9	1.0	2.679	0.420	0.059	0.2	0.04	Failure, insufficient water, unworkable
10	1.0	3.000	0.853	0.031	0.4	0.04	Failure, insufficient water, unworkable