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。

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The retaining-wall foundation 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。

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To study vertical bearing behavior of the foundation, a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.

为研究其竖向承载特性，在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。

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Total construction time, from foundation to wall paint, should be under two months.

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