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- W2392520021 abstract "Soils seepage failure types and their identification methods were summarized briefly.A usual discriminant analysis method,i.e.,Fisher discriminant analysis was used to identify seepage failure.On the basis of Fisher discriminant analysis theory,Fisher's linear discriminant function model that considered six features particle sizes and porosity of soil was used in identifying piping and soil flow.The correct rate by using resubstitution method to inspect the model was equal to 100% after the Fisher discriminant analysis was trained.The prediction results of other nine actual cases by using the model were in good agreement with the actual situation.Model checking and examples calculation results showed that this method was scientific,reasonable and workable.It can provide a new way to predict non-cohesive soils seepage failure types." @default.
- W2392520021 created "2016-06-24" @default.
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- W2392520021 date "2012-01-01" @default.
- W2392520021 modified "2023-09-23" @default.
- W2392520021 title "Discriminant of Noncohesive Soils Seepage Failure Types Based on Fisher Discriminant Analysis Method" @default.
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