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

Table 10

Adjusted uniform design table for ECC mix proportion design (mass ratio).

No.	Cement	Fly ash	w/c	Fiber	Quartz sand	Water-reducing admixture	W/B	S/B	F/B	H/B
1	1.0	0.11	0.42	0.0224	1	0.012	0.378	0.901	0.020	0.0108
2	1.0	0.43	0.51	0.0075	0.8	0.009	0.357	0.559	0.0052	0.0063
3	1.0	0.75	0.68	0.041	0.6	0.001	0.389	0.343	0.0234	0.0006
4	1.0	1.07	1.11	0.0358	1.6	0.001	0.536	0.773	0.0173	0.0005
5	1.0	1.39	0.59	0.0049	0.6	0.015	0.247	0.251	0.0021	0.0063
6	1.0	1.72	1.03	0.0551	0.7	0.001	0.379	0.257	0.0203	0.0004
7	1.0	2.04	0.77	0.0289	0.9	0.014	0.253	0.296	0.0095	0.0046
8	1.0	2.36	0.94	0.0000	1	0.016	0.279	0.298	0	0.0048
9	1.0	2.68	0.85	0.0586	0.8	0.04	0.231	0.217	0.0159	0.0109
10	1.0	3.00	1.20	0.0305	1.2	0.014	0.300	0.300	0.0076	0.0035