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- W2391628128 abstract "Axial and radical creep test curves have been determined by uniaxial short-term creep test with loading and unloading on fine sandstone specimen.Kelvin-Voigt model and Burgers model are used to fit Ⅰ and Ⅱ phases of axial and radical creep test curves respectively and their viscous coefficients have been determined.Relationships between viscous coefficient and loading level may generally answer for developing sine decay / damping waveform function,which presents that viscous coefficient may be a typical variable and creep states of rock like materials are all not stationary.The proportionality of whole creep strain to instantaneous strain states creep is lower,which states creep properties of fine sandstone are not strong.However,average creep strain in steady phase of radical creep test is 3.6 times of that of axial creep test.Initial and steady creep strains are increased with higher loading levels,which can validate that viscous fluxion of fine sandstone will increase by degrees." @default.
- W2391628128 created "2016-06-24" @default.
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- W2391628128 date "2010-01-01" @default.
- W2391628128 modified "2023-09-23" @default.
- W2391628128 title "PHASE DEFORMATION AND VISCOUS PROPERTIES IN CREEP TEST FOR FINE SANDSTONE SPECIMEN" @default.
- W2391628128 hasPublicationYear "2010" @default.
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