Table 9 Young’s modulus (MPa) 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

14

7

5

–

–

–

9

6

4

–

–

60

150

54

38

24

11

–

–

39

30

18

–

–

75

200

143

100

55

28

–

–

87

57

46

27

–

85

300

286

240

180

80

47

20

158

109

75

48

21