A Reconsideration of the Extension Strain Criterion for Fracture and Failure of Rock

Johan Wesseloo, T.R. Stacey

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

© 2016, Springer-Verlag Wien.The complex behaviours of rocks and rock masses have presented paradoxes to the rock engineer, including the fracturing of seemingly strong rock under low stress conditions, which often occurs near excavation boundaries. The extension strain criterion was presented as a fracture initiation criterion under these conditions (Stacey in Int J Rock Mech Min Sci 18:469–474, 1981). This criterion has been used successfully by some and criticised by others. In this paper, we review the literature on the extension strain criterion and present a case for the correct interpretation of the criterion and the conditions suitable for its use. We argue that the extension strain criterion can also be used to provide an indication of damage level under conditions of relatively low confining stress. We also present an augmentation of the criterion, the ultimate extension strain, which is applicable under extensional loading conditions when σ2 is similar in magnitude to σ1.
Original languageEnglish
Pages (from-to)4667-4679
JournalRock Mechanics and Rock Engineering
Volume49
Issue number12
DOIs
Publication statusPublished - 2016

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Rocks
rock
fracture initiation
Excavation
excavation
Engineers
damage

Cite this

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A Reconsideration of the Extension Strain Criterion for Fracture and Failure of Rock. / Wesseloo, Johan; Stacey, T.R.

In: Rock Mechanics and Rock Engineering, Vol. 49, No. 12, 2016, p. 4667-4679.

Research output: Contribution to journalArticle

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