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- 3f0136f83fdcf972de864f7d03f95fa93c7feb2f97c167fa8de0554dc4384497 author "Hoek E. and Brown E.T.".
- 3f0136f83fdcf972de864f7d03f95fa93c7feb2f97c167fa8de0554dc4384497 isCitedBy Hoek–Brown_failure_criterion.
- 3f0136f83fdcf972de864f7d03f95fa93c7feb2f97c167fa8de0554dc4384497 journal "J. Geotechnical Engineering Division ASCE".
- 3f0136f83fdcf972de864f7d03f95fa93c7feb2f97c167fa8de0554dc4384497 pages "1013–1025".
- 3f0136f83fdcf972de864f7d03f95fa93c7feb2f97c167fa8de0554dc4384497 title "Empirical strength criterion for rock masses".
- 3f0136f83fdcf972de864f7d03f95fa93c7feb2f97c167fa8de0554dc4384497 year "1980".