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土性参数对桶形基础竖向地基承载力影响的敏感性分析
Sensitivity Analysis of the Effect of Soil Parameters on the Vertical Bearing Capacity of Bucket Foundation
【摘要】 介绍了桶形基础平台的基本情况,并提出具有浅基特点的桶基平台可采用经典的地基承载力公式进行承载力计算。通过试验数据进行土性参数的敏感性分析,阐明在特定工程的基准参数集下土性参数对地基极限承载力的不同贡献,为设计和施工提供理论依据。
【Abstract】 This paper gives a general introduction of bucket foundation and presents a method to calculate the vertical bearing capacity of it,which has the features of shallow foundations with the classic formulas. Furthermore, the sensitivity analysis of soil parameters is implemented through the test data and different contributions of soil parameters for the foundation capacity shown based on a particular project. Thus it can provide theoretical evidence for design and construction.
【关键词】 桶形基础;
地基承载力;
敏感性分析;
【Key words】 bucket foundation; bearing capacity of foundation; sensitivity analysis;
【Key words】 bucket foundation; bearing capacity of foundation; sensitivity analysis;
- 【文献出处】 水运工程 ,Port & Waterway Engineering , 编辑部邮箱 ,2003年12期
- 【分类号】TU470.3
- 【被引频次】19
- 【下载频次】138