Experimental study on deformation failure and crack propagation evolvement of jointed rock bridge under different unloading rates
Slope excavation rate has an important influence on slope stability.It is of great significance to study the deformation and failure characteristics of locked high-steep rock slope under different excavation unloading rates and the failure mechanism of internal rock bridge. In order to simulate cree...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Emergency Management Press
2020-08-01
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| Series: | 矿业科学学报 |
| Subjects: | |
| Online Access: | http://kykxxb.cumtb.edu.cn/article/id/302 |