Paper Title:
Fuzzy Comprehensive Evaluation Method and Application of Slope Stability
  Abstract

Establish a nonlinear membership function of slope stability taking the case of six different sliding blocks on a typical slope and do a second class fuzzy comprehensive evaluation on the determinate membership. Comparing the result of stability evaluated with former result determined by extension classified method, it shows that it is basically conforming to evaluate slope stability using membership function which is established according to the changing rules of impact factors of slope such as quality of rock, massiveness of rock mass and dip angle of rock. This method can be referential in a qualified sense for the forecasting and preventing of landslide disasters.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
4969-4974
DOI
10.4028/www.scientific.net/AMR.243-249.4969
Citation
L. M. Wu, Z. J. Wang, "Fuzzy Comprehensive Evaluation Method and Application of Slope Stability", Advanced Materials Research, Vols. 243-249, pp. 4969-4974, 2011
Online since
May 2011
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Price
$32.00
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