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

<div>Creep peak stress (<i>σ</i><sub>c</sub>) and conventional uniaxial compression peak stress (<i>σ</i><sub>c0</sub>) of concrete with different fly ash replacement ratios.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Short-Term Gradation Loading Creep Properties and Failure Characteristics of High-Strength Fly Ash Concrete for Underground Engineering 