期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

桶形基础弯矩承载力研究 被引量：1

下载PDF
导出
摘要 桶形基础在风浪荷载作用下易受到弯矩荷载作用,文章基于ABAQUS有限元数值分析软件针对不同长径比以及不同土体均匀系数给出桶形基础在弯矩荷载作用下极限承载力计算公式。 Bucket foundation is easy to be subjected to moment load under wind wave load.In this paper,ABAQUS finite element software is used to calculate the ultimate bearing capacity of bucket foundation under bending moment load.
作者 翟雪丽
机构地区 河北工程大学土木工程学院
出处 《科技创新与应用》 2019年第14期69-70,共2页 Technology Innovation and Application
关键词 桶形基础 承载力 数值分析 bucket foundation bearing capacity numerical analysis
分类号 TU476 [建筑科学—结构工程]
  • 相关文献

参考文献2

二级参考文献39

  • 1Tjelta T I. Geotechnical aspects of bucket foundations replacing piles for the Europipe 16/11E jacket [C]. Proceedings of the Offshore Technology Conference, 1994, OTC7379: 73-82.
  • 2Murff, J D. Limit analysis of multi-footing foundation systems [C]. Proceedings International Conference on Computer Methods and Advances in Geomechanics. Rotterdam: Balkema, 1994: 233-244.
  • 3Martin C M. Physical and numerical modeling of offshore foundations under combined loads [D]. Wellington Square: The University of Oxford, 1994.
  • 4Bransby M F, Randolph M E The effect of embendment depth of the response of skirted foundations to combined loading [R]. Department of Civil Engineering, the University of Western Australia, 1998.
  • 5Bransby M F, Randolph M E Combined loading of skirted foundations [J]. Geotechnique, 1998, 48: 637- 655.
  • 6Fan Q L, Luan M T, Yang Q. Three dimensional nonlinear finite element analyses for horizontal bearing capacity of deeply-embedded large-diameter cylindrical structure on soft ground [C]. Proceedings of the 4th International Conference on Soft Soil Engineering. Vancouver, Canada, 2006:521-530.
  • 7Hibbit, Karlsson, Sorensen. ABAQUS scripting user's manual (Version 6.3) [M]. Pawtucket: HKS, 2002.
  • 8Tan F S. Centrifuge and theoretical modeling of conical footings on sand [D]. London: Cambridge University, 1990.
  • 9Zhao S F, Luan M T, Lu A Z. Numerical analysis of bearing capacity of foundation under combined loading [C]. Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics (ISFOG), 2005: 499- 505.
  • 10Wang Z ~, Luan M T, Wang D. Ultimate bearing capacity of suction caisson foundations in undrained soils [C]. Recent Development of Geotechnical and Geoenvironmental Engineering in Asia, 2006:229 -234.

共引文献30

同被引文献4

引证文献1

科技创新与应用
2019年 第14期

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部