The cyclic bearing capacity of a single bucket foundation was then evaluated using it.
利用这一方法分析了软土地基上单桶基础的循环承载力。
This paper presents researches on the vertical cyclic bearing capacity of the bucket foundations in soft clay.
本文针对海洋软土地基上的桶形基础，研究其竖向循环承载力的变化规律。
On the basis of the test of full-scale cruciform specimens under low-reversed cyclic load, its load-bearing capacity under shear force was studied.
在已完成的足尺十字形节点试件拟静力实验基础上，对节点的受剪承载力性能加以研究。
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