EFFECT OF DRAINAGE MODE AND LOADING CONDITIONS ON HORIZONTAL BEARING CAPACITY OF THREE-BUCKET FOUNDATION

被引：0

作者：

Chen L. ^{[1
]}

Zhao B. ^{[1
]}

Liu X. ^{[1
]}

Wang W. ^{[1
]}

Yin Y. ^{[1
]}

Zhang P. ^{[2
]}

机构：

[1] Zhonghai Petroleum（China）Co.，Ltd., Zhanjiang Branch, Zhanjiang

[2] State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin

来源：

Taiyangneng Xuebao/Acta Energiae Solaris Sinica | 2024年 / 45卷 / 04期

关键词：

bearing capacity; bucket foundation; drainage method; model experimental study; offshore platform; offshore wind power;

D O I：

10.19912/j.0254-0096.tynxb.2022-1968

中图分类号：

学科分类号：

摘要：

In this paper，the horizontal bearing capacity of the three-bucket foundation is taken as the research object. Analyze the effect of bucket height，loading angle，loading speed，and drainage conditions on its horizontal bearing performance. The research shows that when the other three influencing factors remain unchanged，as the bucket height increases，the horizontal bearing capacity of the foundation increase. Under non-drainage condition，the loading speed significantly affects the horizontal bearing capacity and the pore water pressure in the bucket. The loading speed under drainage condition has limited effect on the horizontal bearing capacity of the foundation. Under different loading angle condition，the horizontal bearing capacity has doubled. The non-drainage condition can cause the horizontal bearing capacity to increase by 149% compared to the drainage condition. Therefore，in actual engineering，after the sinking three-bucket-foundation，the valve on the bucket top should be closed，which helps to improve the horizontal bearing capacity of the bucket foundation. © 2024 Science Press. All rights reserved.

引用

页码：265 / 271

页数：6

共 15 条

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