Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression

Published 2010 View Full Article

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Title
Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression
Authors
Keywords
-
Journal
ROCK MECHANICS AND ROCK ENGINEERING
Volume 44, Issue 3, Pages 253-267
Publisher
Springer Nature
Online
2010-12-03
DOI
10.1007/s00603-010-0127-0
References
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