›› 2006, Vol. 27 ›› Issue (11): 2041-2044.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Multistage fuzzy comprehensive evaluation for analyzing unloading high-steep slope stability

WEN Shi-yi1, 2, LI Jian-lin1, YANG Xue-tang1, LIU Xin-ting1   

  1. 1.College of Civil ＆ Hydropower Engineering, China Three Gorges University, Yichang 443002, China; 2.The Construction Administration of Middle Route of South-to-North Water Transfor, Beijing 100053, China
  • Received:2005-01-17 Online:2006-11-10 Published:2013-12-04

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Abstract: A model of multistage fuzzy comprehensive evaluation for unloading high-steep slope stability analysis has been established. Based on the detailed geologic survey of the unloading high-steep slope of a hydropower station, a fuzzy comprehensive evaluation has been carried out by using the established model to estimate the stability of unloading high-steep slope; the estimated results had veritably reflected the steady state of the slope. The example shows that the application of this model for stability analysis of unloading high-steep slope is feasible.

Key words: unloading high-steep slope, stability analysis, model of multistage fuzzy comprehensive evaluation, engineering example

CLC Number: 

  • TU 457
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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