| 单桩荷载位移的三维有限元分析 |
| |
| 引用本文： | 陈林,李占省.单桩荷载位移的三维有限元分析[J].工业建筑,2006,36(Z1):752-754. |
| |
| 作者姓名： | 陈林 李占省 |
| |
| 作者单位： | 1. 浙江省水利河口研究院,杭州,310020
2. 水利部小浪底水利枢纽建设管理局,郑州,450000 |
| |
| 摘 要： | 桩基础沉降受到很多因素的影响,目前仍是一个复杂而未能很好解决的一个问题。以某大厦工程的试桩作为研究对象,以有限元理论为基本分析方法,建立了三维有限元模型,通过参数的不同取值计算得到单桩荷载位移曲线,并与静载实测曲线进行了比较。
|
| 关 键 词： | 灌注桩 桩顶竖向位移 接触单元 模型 |
| 修稿时间： | 2005年9月8日 |
THREE-DIMENSION FINITE ELEMENT ANALYSIS OF LOAD-SETTLEMENT BEHAVIOR FOR A SINGLE PILE |
| |
| Chen Lin,Li Zhansheng.THREE-DIMENSION FINITE ELEMENT ANALYSIS OF LOAD-SETTLEMENT BEHAVIOR FOR A SINGLE PILE[J].Industrial Construction,2006,36(Z1):752-754. |
| |
| Authors: | Chen Lin Li Zhansheng |
| |
| Abstract: | At present,the settlement of a pile foundation is a complicated problem that is not solved well,which depends on many factors.It is analyzed the testing pile of one building.On the basis of finite element theory,a three-dimension finite element model is created and analyzed.By defining different parameters,load-settlement curves are obtained.The computed load-settlement behavior is compared with the experimental curve. |
| |
| Keywords: | cast-in-place pile vertical displacement at pile head contact element model |
| 本文献已被 万方数据 等数据库收录！ |
|
