Effect of the Confining Pressure on the Dynamic Compression Properties of Transversely Isotropic Rocks
The dynamic compression properties of transversely isotropic rocks and their dependence on the confining pressure and bedding directivity are important in deep underground engineering activities. In this study, a slate is characterized using a split Hopkinson pressure bar (SHPB) test. Five groups of...
| Published in: | Advances in Civil Engineering |
|---|---|
| Main Authors: | , , , , |
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2019-01-01
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| Online Access: | http://dx.doi.org/10.1155/2019/5239374 |