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International Journal of Concrete Structures and Materials

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

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