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

<div>Accumulated creep-stress (<i>ε</i><sub>cp+</sub>-<i>σ</i><sub>sp</sub>) curves of concrete with various fly ash replacement ratios (<i>m</i>).</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Short-Term Gradation Loading Creep Properties and Failure Characteristics of High-Strength Fly Ash Concrete for Underground Engineering 