The effects of stress path and strain rate on the confined compressive strength and failure mode of brittle rocks

Brain, M.J.; Rosser, N.J.; de Vilder, S.J.; Tunstall, N.

The effects of stress path and strain rate on the confined compressive strength and failure mode of brittle rocks

Brain, M.J.; Rosser, N.J.; de Vilder, S.J.; Tunstall, N.

Authors

Professor Matthew Brain matthew.brain@durham.ac.uk
Professor

N.J. Rosser

S.J. de Vilder

N. Tunstall

Contributors

K. Leith
Editor

M. Ziegler
Editor

M. Perras
Editor

S. Loew
Editor

Citation

Brain, M., Rosser, N., de Vilder, S., & Tunstall, N. (2017). The effects of stress path and strain rate on the confined compressive strength and failure mode of brittle rocks. In K. Leith, M. Ziegler, M. Perras, & S. Loew (Eds.), Progressive Rock Failure 2017 (Extended abstracts). ETH Zuerich

Publication Date	2017
Deposit Date	Jun 6, 2017
Book Title	Progressive Rock Failure 2017 (Extended abstracts)
Public URL	https://durham-repository.worktribe.com/output/1639318