Size effect on damage parameters for softening in simulated rock

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

Research output: Contribution to journalArticle

10 Citations (Scopus)

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
StatePublished - Sep 1990

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size effect
softening
uniaxial test
Rocks
damage
rock
parameter
laboratory

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Computational Mechanics
  • Mechanics of Materials
  • Materials Science(all)
  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

Size effect on damage parameters for softening in simulated rock. / Desai, C. S.; Kundu, Tribikram; Wang, G.

In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 14, No. 7, 09.1990, p. 509-517.

Research output: Contribution to journalArticle

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