Research Article
Energy Evolution Characteristics and Distribution Laws of Rock Materials under Triaxial Cyclic Loading and Unloading Compression
Figure 5
Relationships of the rock energy density and the strain under triaxial cyclic loading-unloading compressions.
| (a) σ3 = 5 MPa |
| (b) σ3 = 10 MPa |
| (c) σ3 = 15 MPa |
| (d) σ3 = 20 MPa |
| (e) σ3 = 25 MPa |
| (f) σ3 = 30 MPa |