Table 2 Displacement values at the end of each stage of the quay wall.

From: Lateral spreading mitigation in gravity quay walls backfilled with coral sand through electrolysis desaturation treatment

  

Saturated

Desaturated

Time (s)

Value

Time (s)

Value

Settlement (mm)

End of stage I

0.73

0.857

0.635

2.587

End of stage II

11.3

 − 9.88

1.169

0.778

Lateral displacement (mm)

End of stage I

0.724

46.54

0.597

1.209

End of stage II

3.2

82

1.167

15.96

Tilt (°)

End of stage I

0.692

0.567

0.601

0.055

End of stage II

1.950

1.985

1.782

0.131

Back to article page