| 深厚淤泥爆炸挤淤填石围堤稳定性的有限元分析 |
| |
| 引用本文： | 程李凯.深厚淤泥爆炸挤淤填石围堤稳定性的有限元分析[J].水运工程,2013(3):67-71. |
| |
| 作者姓名： | 程李凯 |
| |
| 作者单位： | 福建省交通建设质量安全监督局，福建 福州 350001 |
| |
| 摘 要： | 结合福建罗源湾可门作业区4#，5#泊位深厚淤泥爆炸挤淤围堤工程，运用Midas/GTS有限元程序建立深厚淤泥爆炸挤淤填石围堤的稳定分析模型。基于有限元强度折减理论，对其安全系数进行求解，探讨相关参数对填石围堤滑动稳定性的影响。
|
| 关 键 词： | 深厚淤泥 填石围堤 稳定性 有限元 |
Stability of dike constructed by explosive squeezing mud and stone-filling method in deep soft ground based on finite element analysis |
| |
| CHENG Li-kai.Stability of dike constructed by explosive squeezing mud and stone-filling method in deep soft ground based on finite element analysis[J].Port & Waterway Engineering,2013(3):67-71. |
| |
| Authors: | CHENG Li-kai |
| |
| Institution: | Bureau of Communication Quality and Safety Supervision of Fujian Province, Fuzhou 350001, China |
| |
| Abstract: | Based on the dike constructed by explosive squeezing mud and stone-filling method in deep soft ground of No. 4 & No. 5 berth at Kemen port, Luoyuan bay, Fujian province, this paper establishes the stability analysis model of dike by Midas/GTS finite element program. The safety factors of stability are solved based on the strength reduction theory, and the effects on stability of relevant parameters of filling stone are discussed. |
| |
| Keywords: | deep mud filling dike stability finite element |
|
| 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》下载免费的PDF全文 |
