Analytical validation of pullout loading capacity of suction piles in clay

被引：0
|
作者：
Cho, Y
Bang, S
机构：
[1] Daewoo ESC Co Ltd, Jung Gu, Seoul 100714, South Korea
[2] S Dakota Sch Mines & Technol, Dept Civil & Environm Engn, Rapid City, SD 57701 USA
来源：
SOIL MECHANICS 2002: SOILS, GEOLOGY, AND FOUNDATIONS | 2002年 / 1808期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An analytical solution for the estimation of the ultimate pullout loading capacity of suction piles has been developed by considering two potential failure modes (Le, the soil tension failure and the pile pullout failure). The analytical solution has been used to identify the dominant failure mode under various circumstances. Finally, the validation of the analytical solution has been made through comparisons with the laboratory model tests results.
引用
收藏
页码：180 / 185
页数：6
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