Stability Analysis of Downstream Dam Expansion Tailings Pond

Figure 10

Minimum epicentral stability coefficient and the critical sliding surface of new and original tailings reservoirs under three working conditions. (a) A: new reservoir area, (b) a: new reservoir area, (c) A: original reservoir area, (d) a: original reservoir area, (e) B: new reservoir area, (f) b: new reservoir area, (g) B: original reservoir area, (h) b: original reservoir area, (i) C: new reservoir area, and (j) c: new reservoir area.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)