Loading rate conditions and specimen size effect on strength and deformability of rock materials under uniaxial compression
Abstract In this study, various rock and cementitious rock-like material specimens with same ratio of length to diameter and different sizes were tested under various deformation controlled loading rate (mm/min) and load controlled rate (kN/s) conditions. According to the results obtained from 93 sp...
保存先:
| 第一著者: | |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
SpringerOpen
2018-11-01
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| シリーズ: | International Journal of Geo-Engineering |
| 主題: | |
| オンライン･アクセス: | http://link.springer.com/article/10.1186/s40703-018-0085-z |
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