Spalling and brittleness in surface instability failure of rock

A. Tarokh, C. S. Kao, A. Fakhimi, Joseph F Labuz

Research output: Contribution to journalArticle

6 Scopus citations

Abstract

Failure of rock close to a free surface is reproduced in laboratory tests on two types of sandstone. Digital image correlation is used to study the in-plane displacement fields prior to and during the successive formation of surface-parallel fractures. The axial and lateral displacements suggest that the displacement gradient is uniform in both directions at early loading stages; as the axial load increases, the free-face effect starts to influence the displacement contours, especially the lateral displacement field. Localised damage forms a spall before reaching peak stress. Using a simple model, a rock brittleness index is proposed as the ratio of uniaxial compressive strength and surface instability peak stress.

Original languageEnglish (US)
Pages (from-to)161-166
Number of pages6
JournalGeotechnique
Volume66
Issue number2
DOIs
StatePublished - Feb 1 2016

Keywords

  • Failure
  • Laboratory tests
  • Rocks/rock mechanics
  • Strain localisation

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