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水平不共面单调及循环荷载下裙式吸力基础承载特性

张雨坤 宫伟远 李大勇 张恒

岩土工程学报2025,Vol.47Issue(12):2528-2539,12.
岩土工程学报2025,Vol.47Issue(12):2528-2539,12.DOI:10.11779/CJGE20240810

水平不共面单调及循环荷载下裙式吸力基础承载特性

Bearing behaviors of modified suction caisson under misalignment lateral monotonic and cyclic loadings

张雨坤 1宫伟远 1李大勇 2张恒1

作者信息

  • 1. 山东科技大学土木工程防灾减灾重点实验室,山东 青岛 266590
  • 2. 山东科技大学土木工程防灾减灾重点实验室,山东 青岛 266590||中国石油大学(华东)储运与建筑工程学院,山东 青岛 266580
  • 折叠

摘要

Abstract

Modified suction caisson(MSC)has the advantages of high bearing capacity and strong lateral displacement control ability,making it very suitable as a foundation for ultra-large offshore wind turbines.The wind and wave loads acting on offshore wind turbine structures have misalignment behavior,resulting in extremely complex foundation bearing characteristics.Model tests are carried out to study the responses of the accumulative lateral deflection,motion law and horizontal bearing capacity of the MSC in sand to misalignment monotonic(simulated wind load)and cyclic loadings(simulated wave load).Results show that under coplanar loading,the motion direction of the MSC is always consistent with the direction of load.However,under misalignment loading,the MSC gradually moves to the monotonic load direction in the horizontal plane,and this phenomenon gradually becomes obvious with the increase of the cyclic load amplitude and the degree of bidirectional cyclic loading.Under the same loading cycles,the maximum total accumulative lateral deflection of the MSC occurs when the angle between the monotonic load and the cyclic load is 30°.Under each load angle,the total accumulative lateral deflection of the MSC is smaller than that of the regular suction caisson.Based on the experimental results,the prediction formula of the total accumulative lateral deflection in the horizontal plane of the MSC under the combined action of misalignment monotonic and cyclic load is obtained.In addition,the horizontal bearing capacity of the MSC after misalignment loading increases with that prior to misalignment loading.The reason is that cyclic loadings densify the sand around the foundation.However,after misalignment loading,the bearing capacity of the MSC is lower than that under the coplanar loading,and the reduction value gradually increases with the increase of the angle between the monotonic load and the cyclic load.The research results provide a reference for the promotion and application of MSC for offshore wind power in deep waters.

关键词

裙式吸力基础/不共面水平单调和循环加载/模型试验/累积侧移/水平承载力

Key words

modified suction caisson(MSC)/misalignment horizontal monotonic and cyclic loads/model test/accumulated deflection/lateral bearing capacity

分类

建筑与水利

引用本文复制引用

张雨坤,宫伟远,李大勇,张恒..水平不共面单调及循环荷载下裙式吸力基础承载特性[J].岩土工程学报,2025,47(12):2528-2539,12.

基金项目

国家自然科学基金项目(52471289,52371301) (52471289,52371301)

山东省高等学校青年创新团队支持计划 This work was supported by National Natural Science Foundation of China(Grant No.52471289,52371301),and Introduction and Education Plan for Young Innovative Talents in Colleges and Universities of Shandong Province. (Grant No.52471289,52371301)

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