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- W2375640637 abstract "A set of creep experiments was performed to study the viscoelastic behavior of soft ore-rock from the Jinchuan Mine III under cyclical loading.A nonlinear creep model of the soft rocks was established.The results show that the instantaneous deformation modulus increases with increasing creep stress;Softer rocks have an enhanced ability to resist instantaneous elastic and plastic deformation during the step-loading and unloading in the cyclic process.The JC1099 specimen shows a ratio of visco-elastic strain to visco-plastic strain that varied from 3.15 to 6.58.The ratio tended to decrease as the stress increased and creep deformation tends toward a steady state at low stress levels.Soft-rock-creep usually involves an accelerated creep at high stress levels.The nonlinear creep model can describe the three stages of soft rocks creep with a single expression.This model applied to the creep experiments on the ore-rock of the Jinchuan Mine III makes predictions that are in good agreement with the experimental data." @default.
- W2375640637 created "2016-06-24" @default.
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- W2375640637 date "2009-01-01" @default.
- W2375640637 modified "2023-09-23" @default.
- W2375640637 title "Visco-Plastic Rheological Properties and a Nonlinear Creep Model of Soft Rocks" @default.
- W2375640637 hasPublicationYear "2009" @default.
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