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)