Research Article
Investigation of Energy and Damage Evolutions in Rock Specimens with Large-Scale Inclined Prefabricated Cracks by Uniaxial Compression Test and AE Monitoring
Figure 5
The relationships between stress, prepeak strain energy, and strain in typical intact (a) and precracked rock specimens with crack angles of 30° (b), 45° (c), and 60° (d).
(a) |
(b) |
(c) |
(d) |