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- W2385019686 abstract "Based on the triaxial creep experiment of rock,the viscoelastic analytical solutions are obtained and a viscoelastic parameter identification method is proposed according to the three-parameter H-K model. The viscoelastic parameter identification and back analysis are carried out by using the multi-stage loading creep curves of granite and schist.The results of analysis show that the elastic parameters and viscoelastic parameters of the same sample change with different step loading,in particular,there is a damage attenuation of viscoelastic modulus and viscosity coefficient with loading.The obtained analytical curves using the back- analysis parameters agree with the experimental creep curves very well." @default.
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- W2385019686 date "2008-01-01" @default.
- W2385019686 modified "2023-09-25" @default.
- W2385019686 title "VISCOELASTIC ANALYSIS AND PARAMETER IDENTIFICATION OF TRIAXIAL CREEP EXPERIMENT OF ROCK" @default.
- W2385019686 hasPublicationYear "2008" @default.
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