The response of the suction bucket foundation subjected to combined loads is therefore of significant importance for the design and construction of offshore foundation.
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。
In the diving process under the suction, there is an interaction between the bucket foundation structure and groundsill.
在负压作用下的下沉过程中，桶型基础结构与地基产生了相互作用。
The bucket foundation suction penetration technique is different from the pile driving technique, and the characteristics of penetration resistance is greatly influenced by the seabed character.
桶形基础采用负压沉贯法施工，与压桩、打桩等施工方法显著不同，且阻力特性受地基性质影响很大。
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