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...
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| Format: | Article |
| Language: | English |
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SpringerOpen
2018-11-01
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| Series: | International Journal of Geo-Engineering |
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| Online Access: | http://link.springer.com/article/10.1186/s40703-018-0085-z |