Short-Term Gradation Loading Creep Properties and Failure Characteristics of High-Strength Fly Ash Concrete for Underground Engineering

Figure 11

Failure modes of concrete with fly ash replacement ratios of (a) 0, (b) 20, (c) 35, and (d) 50 wt% under creep uniaxial compression.

(a)

(b)

(c)

(d)