Table 7 Crosshole test results for the sandy sabkha zone.

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

Depth of source & receiver (m)

Distance from source to R1 (m)

Travel time of the wave from source to R1 (msec)

Distance from source to R2 (m)

Travel time of the wave from S to R2 (msec)

Average wave velocity (m/sec)

Density ρ (g/cm3)

Poisson Ratio υ

Shear Modulus G (MPa)

P

S

P

S

P

S

0.75

3.00

23.93

58.01

6.00

55.87

143.82

116

47

1.35

0.404

2.9

1.50

3.00

15.10

43.68

6.00

33.21

113.88

190

61

1.35

0.443

5.0

3.00

3.00

22.27

47.43

6.00

48.89

132.59

129

54

1.45

0.392

4.0

4.50

3.00

19.34

36.15

6.00

42.50

84.51

148

77

1.49

0.315

9.0

6.00

3.00

18.74

38.84

6.00

41.63

101.26

152

68

1.48

0.374

7.0

7.50

3.00

16.86

32.07

6.00

35.73

75.43

173

87

1.47

0.333

11.0

9.00

3.00

18.41

34.66

6.00

41.39

85.03

154

79

1.45

0.324

9.0

10.50

3.00

21.14

45.88

6.00

50.87

112.39

130

59

1.43

0.368

5.0

12.00

3.00

21.65

41.50

6.00

50.59

119.29

129

61

1.40

0.353

5.0

12.75

3.00

3.54

7.81

6.00

7.20

16.20

840

377

1.67

0.374

238.0

15.00

3.00

3.69

7.26

6.00

7.58

15.25

802

403

1.65

0.331

268.0

18.00

3.00

4.50

8.31

6.00

9.28

17.64

657

351

1.57

0.301

193.0

21.00

3.00

2.29

6.53

6.00

4.65

13.76

1300

448

1.86

0.433

373.0

24.00

3.00

2.78

7.75

6.00

5.68

16.59

1068

374

1.77

0.430

248.0

27.00

3.00

2.93

7.91

6.00

6.00

17.04

1012

366

1.75

0.425

234.0

30.00

3.00

2.96

6.76

6.00

6.07

14.48

1001

429

1.74

0.387

321.0

  1. R1 = First receiver hole; R2 = Second receiver hole; P = Primary wave; S = Secondary wave.