Size effect on damage parameters for softening in simulated rock

C. S. Desai, T. Kundu, G. Wang

Research output: Contribution to journalArticle

10 Scopus citations

Abstract

Laboratory uniaxial tests on cylindrical specimens of a simulated rock are used to identify the influence of the diameter (D) and height (L) of the specimens on the damage parameters. The relations are expressed in terms of the characteristic parameter C = L2/D.

Original languageEnglish (US)
Pages (from-to)509-517
Number of pages9
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume14
Issue number7
DOIs
StatePublished - Jan 1 1990

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ASJC Scopus subject areas

  • Computational Mechanics
  • Materials Science(all)
  • Geotechnical Engineering and Engineering Geology
  • Mechanics of Materials

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