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软土地基上方桩倾斜后基础三维有限元分析
引用本文:张建明,吴继伟,苑宏伟.软土地基上方桩倾斜后基础三维有限元分析[J].城市道桥与防洪,2005(5):156-158.
作者姓名:张建明  吴继伟  苑宏伟
作者单位:1. 上海江龙水利建设工程有限公司,上海,200090
2. 上海市水利工程设计研究院,上海,200063
3. 秦皇岛紫航工程造价咨询事务有限公司,河北,秦皇岛,006300
摘    要:针对软土地基上基础方桩经常发生倾斜的现象,探讨基础桩倾斜对上部构筑物沉降的影响。结合某实际工程对倾斜群桩基础进行了有限元分析,并用实际观测资料对计算结果进行了验证,为以后的工程建设出现类似问题时提供一点参考经验。

关 键 词:软土地基  方桩基础  桩身倾斜  有限元分析
文章编号:1009-7716(2005)05-0156-03
收稿时间:2005-07-26
修稿时间:2005年7月26日

Analysis of Three-Dimensional Finite Element of Foundation after Inclination of Square Piles on Soft Soil Subgrade
Zhang Jianming,Wu Jiwei,YUAN Hongwei.Analysis of Three-Dimensional Finite Element of Foundation after Inclination of Square Piles on Soft Soil Subgrade[J].Urban Roads Bridges & Flood Control,2005(5):156-158.
Authors:Zhang Jianming  Wu Jiwei  YUAN Hongwei
Abstract:The foundation square piles on soft soil subgrade often occur the inclination phenomenon. The paper approaches to the influence of the inclination of foundation piles on the settlement of superstructure. In the combination with an actual project the paper makes the finite element analysis of the foundation of inclination group of piles, and checks the calculation results by actual observation data so as to provide reference experience for the similar problem occurred in later project construction.
Keywords:soft soil subgrade  foundation of square piles  inclination of pile shaft  finite element analysis
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