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Keywords: diederich 2007
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Proceedings Papers

Paper presented at the 1st Canada - U.S. Rock Mechanics Symposium, May 27–31, 2007
Paper Number: ARMA-07-031
... for non-linear (inelastic) modelling as tensile strength cannot be accounted for and post yield response cannot be simulated correctly. 2 SPALLING PARAMETERS The following procedure (Diederichs 2007) can be used to model spalling failure in a Hoek-Brown formulation (inelastic) with reference to Figure 5...

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