On analytical description of stress-strain relationship for rocks and soils

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1099-0887(199612)12:12<827::AID-CNM23>3.0.CO;2-0" /><827::AID-CNM23>3.0.CO;2-0 10.1002/(SICI)1099-0887(199612)12:12<827::AID-CNM23>3.0.CO;2-0zbMath0865.73049OpenAlexW2059780369MaRDI QIDQ3124085

Grigori Muravskii

Publication date: 11 March 1997

Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199612)12:12<827::aid-cnm23>3.0.co;2-0

zbMATH Keywords

monotonic loadingfailure stresssoftening behaviourfailure strainfour parametersinitial modulus

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

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