Table 10 Axial damping ratio, λ (%), from the cyclic triaxial tests.

From: Anomalous dynamic response and micro-zonation of saline sabkha soils of eastern Saudi Arabia using 3D seismic behavior modelling

Relative density (%)

Confining pressure, \(\upsigma\)3 (KPa)

(Stress ratios/frequency)

(.025/.1)

(.05/.1)

(.075/.1)

(.100/.1)

(.125/.1)

(.150/.1)

(.025/1)

(.05/1)

(.075/1)

.100/1

.100/1

40

100

6.39

10.43

15.90

9.61

14.24

19.25

60

150

5.23

8.11

11.83

15.97

6.54

9.72

13.57

75

200

3.79

7.19

11.83

14.28

5.95

9.69

12.91

16.55

85

300

4.17

7.18

11.92

14.95

16.42

19.16

5.89

9.16

13.91

16.86

19.49