Study of modified statistical damage softening constitutive model for rock considering residual strength
Abstract
The increase amplitude of residual strength of rock is larger than the rock peak intensity of rock with the increase of confining pressure.Gradually,residual strength becomes the main factor of complete stress-strain curve of rock at the stage after peak intensity.While establishing statistical damage constitutive model,it’s necessary to modify the residual strength.Based on the strain strength theory and hypothesis of rock particles intensity...
Paper Details
Title
Study of modified statistical damage softening constitutive model for rock considering residual strength
Published Date
Jan 1, 2013
Journal
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