Table 4 Fitting parameter results for predicting elastic modulus.

From: Study on the triaxial compressive properties of alkali activated concrete after freeze-thaw cycles

Number of freeze-thaw cycles C

A

B

R2

0

0.948

0.115

0.93

50

0.920

0.139

0.90

100

0.934

0.111

0.89

150

0.915

0.137

0.88

200

0.908

0.138

0.87

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