From: Experimental Study and Analytical Modeling on Fatigue Properties of Pervious Concrete Made with Natural and Recycled Aggregates
Groups
Stress levels
Cycle ratios
0.1
0.5
0.9
NAPC
0.75
1.08
1.27
1.29
0.8
1.45
1.53
1.64
0.85
2.46
2.52
3.11
3.47
3.79
5.8
RAPC
1.39
1.77
2.05
1.67
2.01
2.74
2.36
3.17
4.02
3.07
3.58
4.75