Research Article
Vacuum Preconsolidation Settlement Characteristics and Microstructural Evolution of Marine Dredger-Filled Silt
Table 2
Parameters of sand wall foundation.
| | Soil classification | rwp (m) | rsp (m) | B (m) | | ks (m/d) | kra (m/d) | kza (m/d) | kxp (m/d) | kzp (m/d) |
| | Cohesive fill | 0.033 | 0.099 | 2.000 | 0.300 | 5.184 | 9.50E − 04 | 9.50E − 04 | 8.34E − 03 | 8.55E − 04 | | Dredger-filled silt | 0.033 | 0.099 | 2.000 | 0.400 | 5.184 | 3.46E − 04 | 3.46E − 04 | 3.03E − 03 | 3.11E − 04 | | Silty sand | 0.033 | 0.099 | 2.000 | 0.250 | 5.184 | 2.592 | 2.592 | 20.796 | 2.333 |
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