Effect of Dry-Wet Cycling on the Mechanical Properties of High-Water Materials

Figure 4

Stress-strain curves of specimens under different dry-wet cycles: (a) 3 : 1 saturated; (b) 3 : 1 dehydrated; (c) 4 : 1 saturated; (d) 4 : 1 dehydrated; (e) 5 : 1 saturated; (f) 5 : 1 dehydrated.

(a)

(b)

(c)

(d)

(e)

(f)