Experimental Study on Freeze-Thaw Effects on Creep Characteristics of Rubber Concrete

Figure 16

P-S-N curves under different survival rates: (a) p-95%, (b) p-90%, (c) p-80%, (d) p-70%, (e) p-60%, and (f) p-50%.

(a)

(b)

(c)

(d)

(e)

(f)