Experimental Study on Rheological Properties and Strength Variation of High Concentration Cemented Unclassified Tailings Backfill

Figure 8

Relationship between c/t and UCS of CUTB: (a) SD : 72%; (b) SD : 74%; (c) SD : 76%; (d) SD : 78%; (e) SD : 80%.

(a)

(b)

(c)

(d)

(e)