By analyzing test data, the vertical bearing capacity, lateral friction and tip resistance of the diaphragm wallfoundation 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。
2
The retaining-wallfoundation is built on the downstream bank slope of the bridge abutment, which stability cannot meet the requirement of specification.
重力式挡土墙建立在桥台的下游护坡上，墙的基础由桩和筏板构成。
3
To study vertical bearing behavior of the foundation, a shaft diaphragm wallfoundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.