Research Article
Research on Microscopic Evolution Laws of Sandstone Deformation and Failure Based on the Particle Discrete Element Method
Figure 17
Force chain of natural samples after cracking. (a) Confining pressures are 0, 5, 10, and 15 MPa. (b) Confining pressures are 20, 30, 40, and 50 MPa.
| (a) |
| (b) |