期刊文献+

桩基纠偏加固技术在PHC管桩纠偏中的应用 被引量:1

Application of pile foundation deviation rectification reinforcement technology in PHC pipe pile deviation rectification
在线阅读 下载PDF
导出
摘要 软土地基的PHC管桩若施工不当较易出现偏斜和断裂的现象。通过一工程案例分析了事故原因,介绍了偏斜管桩的处理过程和检测结果,实现对PHC管桩的有效纠偏,为类似工程提供了参考价值。 K the PHC pipe pile can not be used correctly in construction in the soft soil foundation, it will easily occur deviation and fracture phe-nomenon. Through analyzing the engineering case accident causes, the paper analyzes deviated pipe pile processing process and detection results and realizes effective deviation rectification for the PHC pipe pile, which has provided some valuable reference for similar engineering.
作者 顾金耀 Gu Jinyao(Shanghai Zhennan Engineering Consulting Supervision Co. , Ltd , Shanghai 200063 , Chin)
出处 《山西建筑》 2018年第9期43-44,共2页 Shanxi Architecture
关键词 软土地基 PHC管桩 纠偏方法 soft-soil foundation, PHC pipe pile, deviation rectification method
作者简介 顾金耀(1963-),男,工程师
  • 相关文献

参考文献2

二级参考文献12

  • 1陈荣保,陆瑞明.偏斜预应力管桩的承载力分析与处理[J].岩石力学与工程学报,2006,25(z2):3545-3551. 被引量:22
  • 2范晓,屈妍,马宏达.预应力管桩偏位处理方案[J].宁波大学学报(理工版),2006,19(4):529-531. 被引量:5
  • 3闫瑞明 闻建军.软土地区预应力管桩断桩事故的预防与处理.土木工程学报,2007,40:421-424.
  • 4Chow Y K,Chin J T,Lee S L.Negative skin friction on pile groups[J].International Journal for Numerical and Analytical Methods in Geomechanics,1990,14:75-91.
  • 5Lee C Y.Pile groups under negative skin friction[J].Journal of Geotechnical Engineering,1993,119 (10):1587-1600.
  • 6Lee C J.Development of downdrag on piles and pile groups in consolidation soil[J].Journal of Geotechnical and Geoenvironmental Engineering,2004,130 (9):905-914.
  • 7Ellis E A,Springman S M.Modelling of soil-structure interaction for a piled bridge abutment in plane strain FEM analysis[J].Computer and Geotechnics,2001,28:79-98.
  • 8Bransby M F,Springman S M.3-D finite element modeling of pile groups adjacent to surcharge loads[J].Computer and Geotechnics,1996,19 (4):301 -324.
  • 9魏焕卫,杨敏.大面积堆载情况下邻桩的有限元分析[J].工业建筑,2000,30(8):30-33. 被引量:16
  • 10王建华,陆建飞,沈为平.Biot固结理论在单桩负摩擦研究中的应用[J].岩土工程学报,2000,22(5):590-593. 被引量:27

共引文献50

同被引文献1

引证文献1

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