Research Article
On the Responses of Braced Diaphragm Wall Supporting Deep Excavation Subjected to Asymmetric Surcharge Loads
Table 3
The hardening soil parameters of LS and DS.
| | Parameters | DS | LS | Parameters | DS | LS |
| | 18.2 | 17 | (°) | 38 | 30 | | 20.3 | 19 | (°) | 8 | 0 | | Drainage type | Drained | Drained | | 0.35 | 0.2 | | kx = ky (m/day) | 10−8 | 10−8 | | 100 | 100 | | 48,000 | 15,000 | m | 0.45 | 0.8 | | 48,000 | 15,000 | | 0.3843 | 0.5 | | 144,000 | 45,000 | Rf | 0.9 | 0.9 | | c (kN/m2) | 0 | 0 | Rinter | 0.4, 0.6, 0.8, 1 | 0.4, 0.6, 0.8, 1 |
|
|
