| 极限平衡法在海堤稳定性计算中的应用 |
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| 引用本文： | 蔡汝铭,吴官胜,盛维高.极限平衡法在海堤稳定性计算中的应用[J].淮阴工学院学报,2005,14(3):74-77. |
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| 作者姓名： | 蔡汝铭 吴官胜 盛维高 |
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| 作者单位： | 淮阴工学院,建筑工程系,江苏,淮安,223001;河海大学,土木学院,南京,210098 |
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| 摘 要： | 风浪对海堤堤脚的冲刷淘空，严重影响到海堤的整体稳定性。单排桩加同海堤方案具有良好的提高海堤稳定性的效果。以朗肯土压力和极限平衡法为基础，研究了该加固方案的稳定性。
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| 关 键 词： | 极限平衡法 单排桩 海堤 稳定性 |
| 文章编号： | 1009-7961(2005)03-0074-04 |
| 修稿时间： | 2005年2月21日 |
The Application of Limited-equilibrium Method in Calculating Stability of Dike Seawall |
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| CAI Ru-ming,WU Guan-sheng,SHENG Wei-gao.The Application of Limited-equilibrium Method in Calculating Stability of Dike Seawall[J].Journal of Huaiyin Institute of Technology,2005,14(3):74-77. |
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| Authors: | CAI Ru-ming WU Guan-sheng SHENG Wei-gao |
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| Abstract: | The dike seawall is very easy to be destroyed by the timeless ocean wave, which makes the seawall comparatively higher and the overall stability reduced. The single-row piles are used to reinforce the safety and stability the seawall and the theory of soil pressure of Lanken and limit equilibrium method are employed to calculate the inserted length of the pile. |
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| Keywords: | rigid limited-equilibrium method slice methods dike seawall row piles |
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