Skip to main content

Table 5 Damping ratios at different stress levels (%).

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

0.9

3.47

3.79

5.8

RAPC

0.75

1.39

1.77

2.05

0.8

1.67

2.01

2.74

0.85

2.36

3.17

4.02

0.9

3.07

3.58

4.75