Study on the Preparation and Fracture Behavior of Red Mud-Yellow Phosphorus Slag-Based Concrete

Figure 8

Failure binary images of the concrete at the maximum compressive strength with different RMC contents: (a) 0%, (b) 5%, (c) 10%, (d) 15%, (e) 20%, (f) 25%, and (g) 30%.

(a)

(b)

(c)

(d)

(e)

(f)

(g)