Damage growth and permeability change in triaxial compression tests of Inada granite
By 小田, 貴人 竹村, M. Oda, T. Takemura. 2002
170 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials, Ocean Engineering
View Paper: https://www.semanticscholar.org/paper/68e231b52bc47d55ee163c51ca01eaf913a21138
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Coupling between anisotropic damage and permeability variation in brittle rocks (2005, background): “[23] have shown that the permeability of Inada granite at failure state in a triaxial compression test is about two to three orders of magnitude larger than that of intact granite at the same confining pressure.”
- Micromechanical analysis of coupling between anisotropic damage and friction in quasi brittle materials: Role of the homogenization scheme (2008, background): “Further, the induced damage can also affect hydraulic and thermal properties such as permeability and heat conductivity (Oda et al., 2002; Shao et al., 2005; Giraud et al., 2007).”