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Table 9 Fitting curves of parameter A, B and C.

From: Experimental Study and Analytical Modeling on Fatigue Properties of Pervious Concrete Made with Natural and Recycled Aggregates

Group

Parameters

A

B

C

NAPC

15.00/(1.20Smax)−11.6

11.6 (1.25Smax)5.7

(1.37Smax)16.5

RAPC

10.85/(1.25Smax)−7.0

19.0 (1.15Smax)2.5

(1.50Smax)10.5