利用这一方法分析了软土地基上单桶基础的循环承载力。
The cyclic bearing capacity of a single bucket foundation was then evaluated using it.
从理论上分析了单桶负压下沉过程中土体与桶形基础的相互作用。
The interaction between the soil mass and bucket foundation during the sinking process of a single bucket driven by negative pressure is analyzed.
结果表明，单桶基础的竖直和水平循环承载力取决于所受到的静荷载大小。
Results show that the vertical and horizontal cyclic failure loads depended on static loads.
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