Two typical phases of failure acceleration in rocks under uniaxial compression
The critical power-law acceleration of response quantities has been widely accepted and validated as an effective way to predict the failure time. However, in practical applications, only the data in the vicinity of the failure time exhibit critical power-law behaviour, which cannot describe the ent...
| Main Authors: | Cheng, L., Hao, S., Lu, Chunsheng, Zhou, S. |
|---|---|
| Format: | Journal Article |
| Language: | English |
| Published: |
2024
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/94646 |
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