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- W2372502299 abstract "Cutting rock slopes have the characteristics including big scale and large quantity,little statistics and lack of detailed rock mechanical parameters;and it is difficult to apply the current evaluation system.So,this paper establishes a reasonable slope stability evaluation index system,which can provide reference to other similar projects.Based on the characteristics of cutting rock slope,considering the systematicness and comprehensiveness,conciseness and scientificity,independence and operability,a reasonable slope stability evaluation index system has been set up;and the stability gradation model for highway rock slopes has been established by using the fuzzy comprehensive evaluation.This model has been applied to 110 Nationalway K57+411～K57+536 to analyze the stability of high rock slopes;and the result is unstable,which is consistent with result of standard method.It proves that the method is reasonable and confirm to reality." @default.
- W2372502299 created "2016-06-24" @default.
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- W2372502299 date "2012-01-01" @default.
- W2372502299 modified "2023-09-22" @default.
- W2372502299 title "Study of Stability Gradation of Cutting Rock Slopes" @default.
- W2372502299 hasPublicationYear "2012" @default.
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