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Table 7 The fitted value \(\alpha_{t}\) and correction decision coefficient of RCC in each group.

From: Experimental Investigation on the Mechanical Properties of Polypropylene Hybrid Fiber-Reinforced Roller-Compacted Concrete Pavements

Specimen no. A0 A1 A2 A3 A4 A5 A6 A7 A8
\(\alpha_{t}\) 2.34 2.33 1.85 1.13 1.69 2.36 2.57 1.21 1.11
R2 0.998 0.996 0.996 0.997 0.997 0.997 0.975 0.998 0.998