| 1. | Figure 3 - immersed tube tunnel option - above seabed
图3 -沉管隧道方案在海床之上 |
| 2. | Immersed tube tunnel options
沉管隧道方案 |
| 3. | Study on possibility of sand liquefaction of immersed tube foundation in earthquake
地震作用下沉管地基砂土液化可能性研究 |
| 4. | Immersinng hydrodynamics numberical simulation of big immersed tubes on limited sea - route
大型沉管在狭窄航道上沉放水动力数值模拟 |
| 5. | Immersed tube tunnel
沉管隧道 |
| 6. | The foundations of the cwb tunnel cause further constraints to immersed tube tunnel construction
-中环湾仔绕道隧道的地基，对建造沉管隧道构成进一步的限制。 |
| 7. | Figure 4 - immersed tube tunnel option - below seabed , profile between pla berth and central reclamation phase i
图4 -沉管隧道方案在海床之下，地铁荃湾线的剖面图 |
| 8. | If an immersed tube about 10 metres high is placed above the existing seabed level , which is at around - 12mpd
-假如在现有海床上约主水平基准面以下12米处敷设直径约10米的沉管。 |
| 9. | Then , the stress state on adapter between two immersed tubes is calculated based on 3 - d finite element method
并采用三维有限元拟静力方法，对沉管隧道接头受力状态进行分析计算。 |
| 10. | For the " immersed tube option " , it has to be built above seabed level and the navigational depth available is not adequate
如选择海床上采用沉管的方法，绕道需在海床上建造但导航水深不足。 |
