Research Article
Correlation Analysis of Macroscopic and Microscopic Parameters of Coal Measure Soil Based on Discrete Element Method
Figure 11
Graph showing the formation and variation of shear displacement field of specimen particles during loading (the confining pressure is 0.6 MPa): (a) ; (b) ; (c) ; (d) .
(a) |
(b) |
(c) |
(d) |