斜壁桶形基础水平承载力的三维有限元分析
收稿日期: 2011-01-21
修回日期: 2011-03-14
网络出版日期: 2012-03-15
基金资助
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(Q110601)和中国科学院"百人计划"择优项目资助
Horizontal bearing capacity of tapered bucket foundations based on three-dimensional finite element numerical analysis
Received date: 2011-01-21
Revised date: 2011-03-14
Online published: 2012-03-15
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]. 中国科学院大学学报, 2012 , (2) : 200 -205 . DOI: 10.7523/j.issn.2095-6134.2012.2.008
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.
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