Research Article
Effects of Bedding Geometry and Cementation Strength on Shale Tensile Strength Based on Discrete Element Method
Figure 12
Loaded stress cloud with uniform parallel bedding model at different angles. (a) 0°. (b) 15°. (c) 30°. (d) 45°. (e) 60°. (f) 75°. (g) 90°.
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