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- W2353192937 abstract "In order to investigate the permanent deformation behavior of rock considering its discontinuous feature, a two-dimension(2D) virtual uniaxial creep test of rock was developed based on the particle flow theory. According to the discrete element method, the micro parameters of Burgers model in particle flow code(PFC) was studied first. The effects of the micro-properties such as the particle radius, friction coefficient and the ratio of particle normal and shear stiffness on its creep behavior were examined using the single factor method. The simulated results of the axial strain and its rate exhibit similar trends to their corresponding analytical results. The main advantage of plotting the creep compliance is that it allows easy identifying of the distinct creep stages. The comparison shows that the simulation results underestimate the creep compliance in the initial creep stage but do a satisfactory prediction in the steady-state creep stage. The correctness of Burgers model in the study of rock creep behavior was verified by the comparison between thesimulation and analytical results and it can function as a beneficial reference for further research on the rock creep in PFC." @default.
- W2353192937 created "2016-06-24" @default.
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- W2353192937 date "2015-01-01" @default.
- W2353192937 modified "2023-09-28" @default.
- W2353192937 title "Creep simulation test of rock based on particle discrete element method" @default.
- W2353192937 hasPublicationYear "2015" @default.
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