Research Article
Differential Settlement of Intersecting Buildings in an Offshore Reclamation Project
Table 3
Initial compression modulus and permeability parameters of the soil layers.
| | Consolidated soil layer | (MPa) | (cm/s) | (m2/s) |
| | Sludge | 2.01 | 3.67 ∗ 10−6 | 7.53 ∗ 10−8 | | Sludge with sand | 2.14 | 3.62 ∗ 10−5 | 7.91 ∗ 10−7 | | Muddy clay | 1.85 | 2.82 ∗ 10−6 | 5.32 ∗ 10−8 |
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