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

标题
Influence of Sample Height-to-Width Ratios on Failure Mode for Rectangular Prism Samples of Hard Rock Loaded In Uniaxial Compression
作者
关键词
-
出版物
ROCK MECHANICS AND ROCK ENGINEERING
Volume 44, Issue 3, Pages 253-267
出版商
Springer Nature
发表日期
2010-12-03
DOI
10.1007/s00603-010-0127-0

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