A compressive damage constitutive model for rock mass with a set of nonpersistently closed joints under biaxial conditions
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Publication:1664721
DOI10.1155/2015/136971zbMath1394.74118OpenAlexW2059272526WikidataQ59117345 ScholiaQ59117345MaRDI QIDQ1664721
Publication date: 27 August 2018
Published in: Mathematical Problems in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2015/136971
Cites Work
- An interacting micro-crack damage model for failure of brittle materials under compression
- An energy-based damage model of geomaterials. I: Formulation and numerical results
- Influence of lateral confinement on dynamic damage evolution during uniaxial compressive response of brittle solids.
- Deformation and fracturing behaviour of discontinuous rock mass and damage mechanics theory
- Brittle failure in compression: splitting faulting and brittle-ductile transition
- Isotropic damage model with different tensile-compressive response for brittle materials.
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