Advances in Civil Engineering / 2019 / Article / Fig 11

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)

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