Uplift behavior of under-reamed anchors in sandbed

被引:1
|
作者
Jeong, Soon Yong [1 ]
Choi, Ho Young [2 ]
Lee, Seung Rae [2 ]
机构
[1] Samsung Heavy Ind Co Ltd, Construct Div, Seoul, South Korea
[2] Korea Adv Inst Sci & Technol, Dept Civil & Environm Engn, Taejon 305701, South Korea
关键词
earth anchor; frictional resistance; model test; plate anchor; under-reamed anchor; uplift capacity;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Under-reamed anchors are used in construction fields to provide increased pullout resistance that enhances the stability of various structures, including offshore structures. Under-reamed anchors are composed of a reamed plate part and a friction part. In this study, a series of laboratory model tests was carried out in sand to investigate the pullout capacity of an under-reamed anchor. Instrumentation was employed to determine the separated resistances undertaken by the shaft portion and the reamed plate of an under-reamed anchor. Based on the test results, it was found that the pullout resistances of the friction part and plate part of an under-reamed anchor were smaller than those of the friction anchor and the plate anchor, respectively.
引用
收藏
页码:317 / 319
页数:3
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