桶形基础作为一种新型的海洋平台基础，在近海边际油田的开发中有着广阔的应用前景。
Being a new offshore platform foundation, bucket foundation has a widely application prospect in developing paralic marginal oil field.
研究复合加载模式下桶形基础的承载力特性，并进而依此评价海洋平台基础及地基的稳定性是桶形基础设计与施工中的关键问题。
The response of the suction bucket foundation subjected to combined loads is therefore of significant importance for the design and construction of offshore foundation.
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