Review Article
Soil Creep Effect on Time-Dependent Deformation of Deep Braced Excavation
Table 2
Description of the cases considered in Figure
6(b), modified from [
35].
| Case name | Support structure | Elapsed time | Axial stiffness | Unsupported length (m) |
| TDM-30d | Concrete floor | 30 days | 12.9 GPa | 1.5 | TDM-10d | Concrete floor | 10 days | 12.9 GPa | 1.5 | BUM-1.5 m | Steel strut | 10 days | 4.3 GPa | 1.5 | BUM-0.5 m | Steel strut | 10 days | 4.3 GPa | 0.5 |
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