| 基于PLAXIS 的板桩结构非线性有限元分析 |
| |
| 引用本文： | 桂劲松,孟庆,李振国,张波.基于PLAXIS 的板桩结构非线性有限元分析[J].水运工程,2011(6):11-15. |
| |
| 作者姓名： | 桂劲松 孟庆 李振国 张波 |
| |
| 作者单位： | 大连海洋大学土木工程学院,辽宁大连,116023 |
| |
| 摘 要： | 利用岩土工程有限元软件PLAXIS对某板桩码头模型进行非线性有限元分析,得出板桩的变形、板桩的弯矩和剪力分布、桩周的土压力分布;并分析荷载作用下板桩墙后的地基土的沉降和应力状况。与弹性线法和m法的计算结果进行对比和分析,验证了PLAXIS软件的精确性和可靠性,说明用PLAXIS软件求解板桩结构的合理性。
|
| 关 键 词： | 板桩结构 有限元 PLAXIS 合理性 |
Non-linear analysis of the sheet-pile wall based on PLAXI |
| |
| GUI Jin-song,MENG Qing,LI Zhen-guo,ZHANG Bo.Non-linear analysis of the sheet-pile wall based on PLAXI[J].Port & Waterway Engineering,2011(6):11-15. |
| |
| Authors: | GUI Jin-song MENG Qing LI Zhen-guo ZHANG Bo |
| |
| Affiliation: | GUI Jin-song,MENG Qing,LI Zhen-guo,ZHANG Bo(Dalian Ocean University,Dalian 116023,China) |
| |
| Abstract: | The non-linear analysis of the sheet-pile wall is given by geotechnical finite element software,PLAXIS,the deformation,the moment,the shear force distribution and the soil pressure distribution of the sheet pile are obtained,and the settlement and stress condition of foundation soil after the sheet pile wall under load are also analyzed.With the comparison of the elastic line method and themmethod,the accuracy and reliability of PLAXIS is verified.The research shows that the finite element method of PLAXIS ... |
| |
| Keywords: | sheet pile wall finite element PLAXIS reasonability |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《水运工程》浏览原始摘要信息 |
|
点击此处可从《水运工程》下载全文 |
|
