Incorporating scale effect into a multiaxial failure criterion for intact rock
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- 作者：Hossein Masoumi ; hossein.masoumi@unsw.edu.au" class="auth_mail" title="E-mail the corresponding author ; Serkan Saydam ; Paul C. Hagan
- 关键词：Scale effect ; Multiaxial failure criterion ; Uniaxial compressive strength (UCS) ; Point load strength index
- 刊名：International Journal of Rock Mechanics and Mining Sciences
- 出版年：2016
- 出版时间：March 2016
- 年：2016
- 卷：83
- 期：Complete
- 页码：49-56
- 全文大小：926 K
文摘
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Development of a modified multiaxial failure criterion with scale effect parameters.
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Incorporating scale effect into the failure criterion under different stress paths.
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Assessment of the scale dependency of the proposed parameters for the modified multiaxial failure criterion.