Analysis of Soil Resistance on Laterally Loaded Offshore Piles in Inchon Marine Clay

被引：0
|
作者：
Lim, Hyunsung [1 ]
Jeong, Sangseom [1 ]
Chung, Moonkyung [2 ]
机构：
[1] Yonsei Univ, Dept Civil & Environm Engn, Seoul, South Korea
[2] Korea Inst Civil Engn & Bldg Technol, Geotech Engn Res Inst, Goyang Si, Gyeonggi Do, South Korea
来源：
INNOVATIONS IN GEOTECHNICAL ENGINEERING: HONORING JEAN-LOUIS BRIAUD | 2018年 / 299期
基金：
新加坡国家研究基金会;
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The load distribution and deflection of offshore piles in Incheon grand bridge are investigated by experimental tests and a lateral load-transfer approach. The emphasis is on an improved wedge failure model developed by considering three-dimensional combination forces and a new hyperbolic p-y criterion. Through comparisons with field case studies, it is found that the method proposed in the present study is more appropriate and realistic for representing the pile-soil interaction for laterally loaded piles in clay than the existing p-y method.
引用
收藏
页码：147 / 159
页数：13
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