Experimental Studies on Modified Suction Caissons in Fine Sand Subject to Uplift Loading

被引:3
|
作者
Zhai H. [1 ,2 ]
Li D. [1 ,3 ]
机构
[1] College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao
[2] School of Civil Engineering, Tianjin University, Tianjin
[3] College of Civil Engineering, Fuzhou University, Fuzhou
来源
Li, Dayong (ldydy@163.com) | 1600年 / Tianjin University卷 / 23期
基金
中国国家自然科学基金;
关键词
Fine sand; Modified suction caisson; Offshore wind turbine; Uplift capacity;
D O I
10.1007/s12209-017-0085-7
中图分类号
学科分类号
摘要
A modified suction caisson (MSC), which was reported by the authors of this paper previously, comprises an external short-skirted structure that is added to a regular suction caisson (RSC). It has been proved that MSCs can improve the lateral bearing capacity and limit the deflection of the caisson compared with RSCs. A series of model tests were conducted to investigate responses of MSCs subject to uplift loading in saturated sand. The effects of external skirt dimensions on the uplift bearing capacity of MSCs were considered. In addition, the influences of the sealed top lid of the skirted structure on the uplift bearing capacity and the resulting passive suction of MSCs were also studied. It was found that the uplift bearing capacities of MSCs are 1.4–1.7 times that of RSCs. Moreover, test results in serviceable conditions show that the sealed external skirted structure of perspex-made suction caissons significantly contributed to the uplift bearing capacity as a result of passive suction. © 2017, Tianjin University and Springer-Verlag GmbH Germany.
引用
收藏
页码:562 / 569
页数:7
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