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。单排桩加固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。
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.
出处
《淮阴工学院学报》
CAS
2005年第3期74-76,88,共4页
Journal of Huaiyin Institute of Technology
关键词
极限平衡法
单排桩
海堤
稳定性
rigid limited-equilibrium method
slice methods
dike seawall
row piles
