Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station

XU Ming-yi; ZHEN Hui-feng; WU Yu-sheng; CHEN Shen-hong

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Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station

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- Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station
- Vol. 28, Issue S1, (2007)
- 作者机构：
  
  武汉大学水资源与水电工程科学国家重点实验室,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：28 March 2014，
  
  Published：2007
- 稿件说明：
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XU Ming-yi, ZHEN Hui-feng, WU Yu-sheng, et al. Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station[J]. 2007, 28(S1).
DOI：

XU Ming-yi, ZHEN Hui-feng, WU Yu-sheng, et al. Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station[J]. 2007, 28(S1). DOI：

摘要

通过有限元强度折减法计算了乌江沙陀水电站厂房坝段的深层抗滑稳定安全系数，与基于遗传算法的最危险滑动面搜索方法进行了比较，结果表明，两种方法得到的安全系数是接近的，滑动面的位置也基本一致。

Abstract

The strength reduction finite element method is used to calculate the deep base anti-slide stability safety factor of the power house section of Wujiang Shatuo Hydropower Station. This method is compared with the most dangerous slip surface search method based on genetic algorithm. The results demonstrate that the results of these two methods are fairly consistent each other; and the positions of slip surface are also much consistent.

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