The bearing capacity of vertical compressive piles consists of skin friction and tip resistance.
竖向抗压单桩承载力包括桩侧阻和桩端阻。
2
By analyzing test data, the vertical bearing capacity, lateral friction and tip resistance of the diaphragm wall foundation were studied.
通过对试验数据分析，得出了地下连续墙基础的竖向承载力、侧摩阻力及端阻力的发挥特性。
3
The bearing capacity of super-long and large-diameter bored pile tip is influenced by the facts including construction process, depth effect, size effect and so on.