Research Article
Research on Pressure Relief Method of Close Floor Roadway in Coal Seam Based on Deformation and Failure Characteristics of Surrounding Rock in Deep Roadway
Figure 4
Strength and strain change curves at the failure point in the axial pressure unloading of coal specimens under a constant atmospheric pressure of 1.5 MPa and different confining pressures.
(a) Failure strength |
(b) Strain at failure point |