Research Article
Analysis of Mechanical Properties and Slope Stability of Red Bed Soft Rock: A Case Study in Xinjiang Irrigation Diversion Channel
Table 4
Mechanical properties of common structural planes of red-bed soft rock.
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 |  | Rock | Structural plane type | Cohesion (kPa) | Friction angle (°) |  | 
 |  | Mudstone | — | 0.06–0.08 | 20–30 |  | Siltstone | — | 0.03–0.25 | 20–50 |  | Sandstone | — | 0.07–1.0 | 15–60 |  | — | Pure mud type | 2–5 | 10–14 |  | — | Mud debris type | 20–50 | 14–19 |  | — | Debris mud type | 50–100 | 19–22 |  | — | Rock fragment type | 100–250 | 22–29 |  | — | Closed structural plane | 50–150 | 22–35 |  | 
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