Research Article
Optimal Selection of Earthquake Resisting Schemes for Jakarta-Bandung High-Speed Railway
Table 5
Parameters for low-level and high-level earthquakes.
| | Item | Low-level earthquake | High-level earthquake | Difference |
| | Reinforcement area(cm2) | 102.1 | 204.0 | 101.9 | | Pile length(m) | 48 | 56 | 8 | | Number of piles | 11 | 11 | 0 | | Rebar(t) | 42.3 | 98.7 | 56.4 | | Concrete(m3) | 414.7 | 483.8 | 69.1 |
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