|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2011年07 期
| 标题 |
| 韩江特大桥双壁钢围堰结构有限元分析(51 卷) |
| 英文标题 |
| Finite element analysis and apply of double-walled steel cofferdam structure of Hanjiang super large bridge |
| 摘要 |
| 韩江特大桥深水桩基础是厦深铁路的重点控制工程，地质条件复杂，双壁钢围堰的设计计算的精度对于整个深水桩的顺利施工至关重要，本文对韩江特大桥双壁钢围堰结构建立多种模型进行有限元分析，确保了结构设计安全和施工的顺利进行，可以为类似工程施工提供参考。 |
| 作者 |
| 新闻作者:王秀丽，舒丽红 |
| 关键字 |
