Multistage fuzzy comprehensive evaluation for analyzing unloading high-steep slope stability
Xinting Liu · Rock and Soil Mechanics · 2006
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.