节点文献

开口钢管桩沉桩阻力研究

Research of pile-sinking resistance of small aperture opening steel pipe pile

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 曹书文赵冬陈平张卫喜

【Author】 CAO Shuwen,ZHAO Dong,CHEN Ping,ZHANG Weixi(Xi’an University of Architecture & Technology,Xi’an 710055,China)

【机构】 西安建筑科技大学

【摘要】 为得到小直径开口钢管桩的沉桩阻力计算公式,对开口钢管桩的土塞效应、挤土效应和软化效应进行了分析,结合静力触探原理,提出了沉桩阻力计算公式,将沉桩过程分为土塞闭合前后两个阶段,分别计算了桩侧阻力和桩端阻力的拟合系数,得到了小直径开口钢管桩的两阶段沉桩阻力计算公式。与工程实际测试数据符合较好。结果为黄河冲积平原粉土土质的坑式钢管静压桩提供了工程参考。

【Abstract】 To get the pile-sinking resistance calculation formula of small aperture opening steel pipe pile,the plugging effect,squeezing effect and strain softening effect of open ended steel pipe pile are analyzed.The pile-sinking resistance formula is proposed combined with cone penetration test,the pile-sinking process is divided into two stages:before and after inner soil blocked,and the fitting coefficients of pile side resistance and pile tip resistance are calculated respectively,and the two stages pile-sinking resistance calculation formula of small aperture opening steel pipe pile is obtained.The results fit the test dates in engineering well.The research results can provide reference to pit-jacked steel pipe pile in Huanghe alluvial plain silt soil.

【关键词】 钢管桩土塞沉桩阻力拟合
【Key words】 steel pipe pilesoil pluggingpile-sinking resistancefitting
  • 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2012年06期
  • 【分类号】TU473.1
  • 【被引频次】2
  • 【下载频次】95
节点文献中: 

本文链接的文献网络图示:

本文的引文网络