Mechanical Behavior and Its Influencing Factors on Engineered Cementitious Composite Linings

Table 1

Mix proportion design of concrete (mass ratio).

Materials	Cement	Fly ash	Fine aggregate	Coarse aggregate	Water	Water reducer	Fiber
ECC	1.0	1.29	0.69	—	0.80	0.001	0.0532
NC	1.0	0.18	2.53	3.6	0.54	0.006	—