Study on the statistical model of rock damage based on twin shear unified failure criterion
Abstract
By using the form of new rock micro-unit strength based on Twin Shear unified failure criterion,which satisfies weibull random distribution,a statistical damage constitutive model was developed.The parameters have been gotten by using the method for calculating the extremity of function according to the extremity characteristics of rock deformation curve.Comparison with the result of triaxial compression tests shows that this model can reflect...
Paper Details
Title
Study on the statistical model of rock damage based on twin shear unified failure criterion
Published Date
Jan 1, 2008
Citation AnalysisPro
You’ll need to upgrade your plan to Pro
Looking to understand the true influence of a researcher’s work across journals & affiliations?
- Scinapse’s Top 10 Citation Journals & Affiliations graph reveals the quality and authenticity of citations received by a paper.
- Discover whether citations have been inflated due to self-citations, or if citations include institutional bias.
Notes
History