Equation for the Degradation of Uniaxial Compression Stress of Concrete due to Freeze-Thaw Damage

<div>Micropore structure growth behavior for specimen (SEM 500x). (a) FTC00. (b) Binary diagram for FTC00. (c) FTC25. (d) Binary diagram for FTC25. (e) FTC50. (f) Binary diagram for FTC50. (g) FTC75. (h) Binary diagram for FTC75.</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Equation for the Degradation of Uniaxial Compression Stress of Concrete due to Freeze-Thaw Damage 