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

Table 11

Test results for adjusted uniform designed ECC mix proportions.

No.	Cement	Fly ash	w/c	Fiber	Quartz sand	Water-reducing admixture	ft (MPa)	ɛcu (%)	GF (N·m^−1)	fc (MPa)
1	1	0.11	0.42	0.0224	1	0.012	2.3	1.9	1087.15	49.67
2	1	0.43	0.51	0.0075	0.8	0.009	4.2	0.6	648.84	54.33
3	1	0.75	0.68	0.041	0.6	0.013	4.4	2.2	1936.85	31.33
4	1	1.07	1.11	0.0358	1.6	0.001	2.5	2	826.84	23.73
5	1	1.39	0.59	0.0049	0.6	0.015	5.5	0.24	309.21	68.67
6	1	1.72	1.03	0.0551	0.7	0.001	3.4	2.4	2234.01	30.33
7	1	2.04	0.77	0.0289	0.9	0.014	2.9	0.4	234.08	48.00
8	1	2.36	0.94	0.0000	1	0.016	4.4	0.01	47.69	32.00
9	1	2.68	0.85	0.0586	0.8	0.022	2.5	1.8	1414.03	48.33
10	1	3.00	1.20	0.0305	1.2	0.014	1.4	1.5	880.46	33.67