Along with the large-oriented of container vessels, quay wall elevation has been becoming higher and higher, and working load increases continually.
随着集装箱船舶的大型化，码头岸壁高度越来越大，而且使用荷载也不断增加。
Understanding the interaction mechanism between the soil and a quay wall composed of large-diameter bottomless cylinders is vital to the safe and economic design of the quay wall.
认识土与沉入式无底大直径圆筒结构岸壁码头之间相互作用机制，对于它的安全和经济设计至关重要。
Based on dimensional analysis, a number of dimensionless groups that governed the performance of the quay wall were investigated, identified and used to design and interpret centrifuge model tests.
基于量纲分析，首先研究确定了控制这种岸壁码头性状的无量纲项，然后，为研究这些无量纲项的相对重要性，设计了模型试验，并对试验结果分析解释。
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