Study of horizontal bearing capacity of bucket foundation on saturated soft clay ground

被引：0

作者：

Sun Xi-yuan ^{[1
,2
]}

Luan Mao-tian ^{[1
,2
]}

Tang Xiao-wei ^{[1
,2
]}

机构：

[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China

[2] Dalian Univ Technol, Sch Civil & Hydraul Engn, Dalian 116024, Peoples R China

来源：

ROCK AND SOIL MECHANICS | 2010年 / 31卷 / 02期

关键词：

bucket foundation; horizontal bearing capacity; three-dimensional finite elements; limit equilibrium;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Though bucket foundation used as a new type of foundation in shallow water can have significant advantages over conventional ones, the history of its development is relatively short and the method of design is still not mature. In this situation, the authors obtain the horizontal bearing capacity of bucket foundation based on three-dimensional finite element method and limit equilibrium method. According to the result, a simple formula for evaluating the horizontal bearing capacity of bucket foundation on saturated soft clay ground is given for engineering practice.

引用

页码：667 / 672

页数：6