中国科学院研究生院学报2012，Vol.29Issue(2)：200-205,6.
斜壁桶形基础水平承载力的三维有限元分析
Horizontal bearing capacity of tapered bucket foundations based on three-dimensional finite element numerical analysis
摘要
Abstract
The bucket foundations by the horizontal load was simulated by means of ABAQUS finite element software, and the results were compared with the model test results. The failure mode of a single tapered bucket foundation by the horizontal load in the saturated soft clay was studied by numerical calculations. On the basis of the numerical calculations with different parameters, we studied the impacts and relative sensitivities of soils' effective unit weight, undrained shear strength, bucket geometry, and loading position on the horizontal bearing capacity of a single tapered bucket foundation in the saturated soft clay.关键词
斜壁桶形基础/三维有限元分析/水平极限承载力/参数研究Key words
tapered bucket foundation/ three-dimensional finite element analysis/ horizontal bearing capacity/ parameters分类
海洋科学引用本文复制引用
徐文强,袁凡凡,李火兵,韦昌富..斜壁桶形基础水平承载力的三维有限元分析[J].中国科学院研究生院学报,2012,29(2):200-205,6.基金项目
中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室重点方向性项目(Ql10601)和中国科学院“百人计划”择优项目资助 （Ql10601）
