2004, Volume 6, Issue 5
Strategic Study of CAE >> 2004, Volume 6, Issue 5
Research on the Stability of a Slope in One Hydropower Station by the Improved Critical Slip Field (CSF) Methods
Chengdu University of Technology, Chengdu 610059, China
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Abstract
Through researching on a rock slope by the improved CSF methods,the paper works out not only the security coefficient of the slope but also its critical slip surface, the influence factors and slip causes. It is proved that the author's ideas and ways, which can be studied and applied，are easy, appropriate, significant and reliable.
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