期刊文献+

自升式平台踩脚印失稳机理大变形有限元分析 被引量:1

Large Deformation Finite Element Analysis of the Failure Mechanism of Jack-up's Reinstallation near Footprints
下载PDF
导出
摘要 自升式平台桩靴踩脚印失稳相关研究较少,且多为实验研究,土体的流动破坏模式和桩靴失稳机制尚不十分清楚。运用CEL有限元方法来模拟桩靴贯入均匀土体的过程,选择出最合适的网格密度,在此基础上模拟桩靴在旧桩坑附近的二次插桩过程,分析了旧桩坑的几何形状(包括深度、坡度和直径)、二次插桩偏心距对桩靴基础二次插桩稳定性的影响规律,考察桩靴的最大峰值水平力Hmax、最大峰值弯矩Mmax,并联合土体的流动破坏机制分析了桩靴踩脚印失稳机理。 Most of the existing researches on the interaction between spudcans and footprints are obtained by model tests. The failure mechanisms during reinstallation are still not very clear. This study firstly carried out Coupled Eulerian- Language( CEL) analyses to simulate processes of spudcan installed in homogeneous soils. The most suitable mesh density was selected. After that reinstallation processes of spudcans close to existing footprints were simulated. Effects of footprint geometry( depth,slope angle and diameter) and reinstallation offset on the developing behaviors of vertical resistance,horizontal resistance and moment acting on spudcan. The soil flow mechanisms during a spudcan reinstallation near an existing footprint were discussed.
作者 汪纤 于龙
出处 《水利与建筑工程学报》 2016年第5期30-36,共7页 Journal of Water Resources and Architectural Engineering
基金 国家自然科学基金项目(51539008 51479027) 中央高校基本科研业务费专项基金(DUT15LK36)
关键词 自升式平台 桩靴基础 旧桩坑 CEL方法 jack-up unit spudcan footprint coupled Eulerian-Lagrange method
  • 相关文献

参考文献19

  • 1张鹏飞,于兴军,栾苏,杨双业,宋涛.自升式钻井平台的技术现状和发展趋势[J].石油机械,2015,43(3):55-59. 被引量:23
  • 2杜家庆,杜守继,赵丹蕾,唐文勇.自升式钻井平台桩靴基础结构设计分析[J].水利与建筑工程学报,2012,10(6):96-101. 被引量:2
  • 3毛东风,张明辉,张来斌,段梦兰,宋林松.遗留桩坑对自升式平台滑移风险的影响及对策[J].石油勘探与开发,2015,42(2):233-237. 被引量:8
  • 4Kong V W.Jack-Up Reinstallation near Existing Footprints[D].Perth,Australia:University of Western Australia,2012.
  • 5Stewart D P,Finnie I.Spudcan-footprint interaction during jack-up workovers[J].Evolutionary Ecology Research,2001,3(1):107-116.
  • 6Cassidy M J,Quah C K,Foo K S.Experimental investigation of the reinstallation of spudcan footings close to existing footprints[J].Journal of Geotechnical and Geoenvironmental Engineering,2009,135(4):474-486.
  • 7Gaudin C,Cassidy M J,Donovan T,et al.Spudcan reinstallation near existing footprints[C]//Proceedings of the 6thInternational Conference of Offshore Site Investigation and Geotechnics.Confronting New Challenges and Sharing Knowledge.London:Society of Underwater Technology,2007.
  • 8Carrington T,Hodges B,Aldridge T,et al.Jack-up advanced foundation analysis by automatic remeshing large strain FEA methods[C]//[s.l]:[s.n],1981:23-24.
  • 9Gan C T.Centrifuge model study on spudcan-footprint interaction[J].National University of Singapore,Singapore,2009.
  • 10Bolton M D,Osman A S.Simple plasticity-based prediction of the undrained settlement of shallow circular foundations on clay[J].Géotechnique,2005,55(6):355-356.

二级参考文献77

  • 1余生兵,黄茂松.基于上限法的条形锚板抗拔承载力分析[J].岩土力学,2010,31(S2):160-163. 被引量:4
  • 2李驰,王建华,刘振纹.软土地基单桶基础循环承载力研究[J].岩土工程学报,2005,27(9):1040-1044. 被引量:25
  • 3庄茁 译.ABAQUS/Explicit有限元软件入门指南[M].北京:清华大学出版社,1999..
  • 4Bowles, J. E., 1988. Foundation analysis and design, McGraw-Hill, New York.
  • 5Brown, J. D. and Meyerhof, G. G., 1969. Experimental study of bearing capacity in layered clays, Proceedings of the 7 th Internationd Conference on Soil Mechanics and Foundation Engineering, Mexico, Vol. 2, 45-51.
  • 6Burd, H. J. and Frydman, S., 1997. Bearing capacity of plain-strain footings on layered soils, Canadian Geotechnical Journal, 34, 241-253.
  • 7Carter, J. P. and Balaam, N. P., 1995. AFENA users's manual, version 5.0, Geotechinical Research Center, THe University of Sydney.
  • 8Florkiewicz, A., 1989. Upper bound to bearing capacity of layered soils, Canadian Geotechnical Journal, 26, 730-736.
  • 9Hossain, M. S., Hu, Y., Randolph, M. F. and White, D., 2004. Limiting cavity depth for spudcan foundation penetrating clay, submitted to Geotechnique.
  • 10Houlsby, G. T. and Martin, C. M., 2003. Undrained bearing capacity factors for conical footings on clay, Geotechnique, 53(5): 513-520.

共引文献58

同被引文献4

引证文献1

二级引证文献3

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