This paper analyzed the effect to structure aroused by differential settlement of underground continuous wall and columnpile.
分析了围护结构和立柱桩差异沉降对于车站结构的影响。
2
The shearing force and overturning moment of column is reduced, and the shear force and moment at the top of pile is decreased compared with linear interaction system.
与线性相互作用体系相比，柱的剪力和倾覆力矩减小；桩顶的剪力和弯矩也有所减小。
3
In this paper, the bridge's pier column of double columns bored pile makes internal force calculation.