By constructing an additional wave screening structure outside the wharf, wave action at the inner side of the wharf was reduced and the berthing conditions was improved.
通过在码头外侧增设挡浪结构，削减了码头内侧的波浪作用，改善了泊稳条件。
This paper describes a feasibility study on the possibility of increasing the berthing capacity of a pile supported port pier structure through field testing and analysis.
本文介绍了提高靠船墩设施靠泊能力的可行性论证试验与分析。
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