Research Article
The Key Construction Technology Research on the Intercontinental Shanghai Wonderland
Table 3
Calculation result of slope stability.
| Working conditions | Displacement (mm) | Factor of safety | No support | Anchoring support | No support | Anchoring support |
| Static overload | 0.18 | 0.1 | 1.8 | 2.0 | Small earthquake | 13 | 9 | 1.2 | 1.6 | Large earthquake | 125 | 80 | 1.0 | 1.4 |
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