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- W2389149855 abstract "According to triaxial shear test and the step-loading creep test results of deep soft-rock specimen,combine the creep mechanical model of rock with the experience constitutive theory,obtained the description constitutive model for nonlinear creep of the soft-rock.Based on back analysis of displacement and the viscoelastic-plastic model of soft rock finite element theory,developed the displacement back analysis program in deep rock engineering.Using field data,displacement back analysis of the soft-rock tunnel excavation process was carried out.Acquired the soft-rock constitutive mechanics model parameters which consistent the test ones.The inversion results showed the feasibility of the model." @default.
- W2389149855 created "2016-06-24" @default.
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- W2389149855 date "2011-01-01" @default.
- W2389149855 modified "2023-09-23" @default.
- W2389149855 title "The nonlinear creep characteristics and parameter inversion of soft rock" @default.
- W2389149855 hasPublicationYear "2011" @default.
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