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| 摘要: |
| 本文结合实际工程对码头桩基和岸坡相互作用的计算表明，桩基的受力和位移与其离岸的远近、倾斜方向有密切的关系；为抵御岸坡的水平位移，在后平台增设斜顶桩对改善桩基的受力条件和减少码头位移有较为显著的作用。 |
| 关键词: 设计方案，相互作用，桩基，岸坡 |
| DOI： |
| 分类号:U656.102 |
| 基金项目:国家自然科学基金 |
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| Analysis and comparison of pile - supported pier on bank slope |
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Wang Nianxiang,Wei Rulong
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Nanjing Hydraulic Research Institute
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| Abstract: |
| The interaction between pile - supported pier and bank slope with a practical engineering is calculated in this paper. It is indicated that the performance of the piles is directly related to thier positions and inclination. The forces and displacements of the piles are remarkably reduced by adding a pile inclined toward bank slope under the rear part of the pier. |
| Key words: design project,interaction,pile - supported pier,bank slope, |
