| 武都水库18号坝段深层抗滑稳定性分析 |
| |
| 引用本文： | 曹林曦,魏进兵,陈继平. 武都水库18号坝段深层抗滑稳定性分析[J]. 山西建筑, 2009, 35(1): 357-358 |
| |
| 作者姓名： | 曹林曦 魏进兵 陈继平 |
| |
| 作者单位： | 四川大学水利水电学院,四川,成都,610065 |
| |
| 摘 要： | 采用有限差分强度折减方法研究了武都水库大坝加固前后坝基深层抗滑稳定性问题，并与极限平衡方法计算结果进行对比，结果表明，强度折减法的计算结果合理可靠，坝基加固措施效果明显。
|
| 关 键 词： | 坝基抗滑稳定 强度折减法 水利工程 |
The deep stability against sliding analysis of the No.18 dam of Wudu reservoir |
| |
| CAO Lin-xi,WEI Jin-bing,CHEN Ji-ping. The deep stability against sliding analysis of the No.18 dam of Wudu reservoir[J]. Shanxi Architecture, 2009, 35(1): 357-358 |
| |
| Authors: | CAO Lin-xi WEI Jin-bing CHEN Ji-ping |
| |
| Affiliation: | CAO Lin-xi WEI Jin-bing CHEN Ji-ping |
| |
| Abstract: | Strength reduction method has been applied by finite deference method to analyze the dam foundation deep stability against sliding of Wudu dam before and after reinforcement.Comparing to the result carried out from the limiting equilibrium method,it shows that the strength reduction method was reliable and the reinforcement effected. |
| |
| Keywords: | dam foundation stability against sliding strength reduction method hydro-engineering |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
