首页 | 本学科首页   官方微博 | 高级检索  
     

粘土中等桩顶间距人字形桩与竖直双桩竖向承载力分析
引用本文:马鸣,宰金珉,汪中卫,濮仕坤,张博. 粘土中等桩顶间距人字形桩与竖直双桩竖向承载力分析[J]. 江苏建筑, 2007, 0(2): 46-47
作者姓名:马鸣  宰金珉  汪中卫  濮仕坤  张博
作者单位:南京工业大学岩土工程研究所 江苏南京210009
摘    要:通过有限元计算分析,对在粘土中人字形桩和竖直双桩的抗拔与抗压承载力Q~S曲线进行了定性的比较分析,得出了在相同桩顶间距时,人字形桩抗拔抗压性能均优于竖直双桩抗拔抗压性能的结论.

关 键 词:人字形桩  竖直双桩  Q~S曲线  粘土  桩顶  间距  字形  竖直双桩  桩竖向  承载力分析  Piles  Vertical  Analysis  Theoretical  抗压性能  比较  曲线  抗压承载力  抗拔  计算分析  有限元
文章编号:1005-6270(2007)02-0046-02
收稿时间:2006-12-05
修稿时间:2006-12-05

The Vertical Carrying Capacity Theoretical Analysis of Herringbone Piles and Vertical Piles
MA Ming,ZAI Jin-min,WANG Zhong-wei,PU Shi-kum,ZHANG Bo. The Vertical Carrying Capacity Theoretical Analysis of Herringbone Piles and Vertical Piles[J]. Jiangsu Construction, 2007, 0(2): 46-47
Authors:MA Ming  ZAI Jin-min  WANG Zhong-wei  PU Shi-kum  ZHANG Bo
Affiliation:Soil and Rock Engineering Research Institute,Nanjing University of Technology,Nanjing Jiangsu 210009 China
Abstract:The Q - S Curves was used with the Plaxis finite analysis program to estimate the vertical carrying capacity of herringbone piles and vertical piles having same pile top space between. Comparing these Q - S Curves, we find the conclusion of the vertical carrying capacity of herringbone piles excel that of vertical piles.
Keywords:herringbone piles   vertical piles   Q - S Curves
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号