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- W2365739996 abstract "The nonlinear creep damage modal was built in the whole stress and strain process under uniaxial and triaxial conditions with the describing method of differential equation.The changing rule of model parameters in the creep damage process and its corresponding stability were discussed.In different level of stress there are different corresponding creep damage processes.In the first stage of creep the corresponding system is stable;in the second stage of creep the system is balant,while in the third stage of creep,the system is unstable,which will lose balance under external disturbance.Making use of the characteristic of the corresponding accelerated creep of soft rock in the third stage and working out the finite element program to simulate rock damage process,which can provide theretical basis for predicting and forecasting the destabilizing phenomena of the system." @default.
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- W2365739996 date "2009-01-01" @default.
- W2365739996 modified "2023-09-23" @default.
- W2365739996 title "Rock creep damage model and its stability analysis" @default.
- W2365739996 hasPublicationYear "2009" @default.
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