Research Article
On the Responses of Braced Diaphragm Wall Supporting Deep Excavation Subjected to Asymmetric Surcharge Loads
Table 12
The maximum Hv values versus the surcharge loads.
| | qL | qR | Hv (mm) | qL | qR | Hv (mm) | | (kN/m) | LS | DS | (kN/m) | LS | DS |
| | 60 | 60 | 175.00 | 87.38 | 60 | 0 | 179.6 | 87.43 | | 60 | 45 | 176.20 | 87.41 | 45 | 0 | 177.2 | 87.37 | | 60 | 30 | 177.40 | 87.43 | 30 | 0 | 174.6 | 87.36 | | 60 | 20 | 178.3 | 87.38 | 20 | 0 | 173.00 | 87.34 | | 60 | 10 | 179,00 | 87.44 | 10 | 0 | 172.2 | 87.34 | | 45 | 45 | 174.00 | 87.34 | 20 | 20 | 172.8 | 87.36 | | 30 | 30 | 173.40 | 87.34 | 10 | 10 | 172.2 | 87.35 |
|
|
