Table 9: Results of the settlement analyses
|
Cohesionless behaviours (method of analysis) |
|
Cohesive behaviour of silts & clays |
|
|
Schmertmann |
WinSafi |
Elastic |
WinSafi Consolidation Settlement OCR = 1.2 |
WanSafi Total Settlement, in |
End of Constrution, Calculated settlement, in |
3 |
3.31 |
– |
– |
– |
Normal pool calculated settlement, in |
2.28 |
2.72 |
– |
1.09 |
2.7 |
|
Schmertmann |
WinSafi |
Elastic |
WinSafi Consolidation Settlement OCR = 1.2 |
WanSafi Total Settlement, in |
End of Constrution, Calculated settlement, in |
1.22 |
2.05 |
– |
– |
– |
Normal pool calculated settlement, in |
0.89 |
1.54 |
1.84 |
0.54 |
1.6 |
|
Schmertmann |
WinSafi |
Elastic |
WinSafi Consolidation Settlement OCR = 1.2 |
WanSafi Total Settlement, in |
Differential settlement, D, between section A-A & B-B normal pool |
1.39 |
1.18 |
– |
– |
1.1 |
Angular distortion, D/L, between sections A-A & B-B Normal Pool (L=50ft) |
1/432 |
1/508 |
– |
– |
1/545 |