Analysis of Cumulative Damage Characteristics of Long Spiral Belled Pile under Horizontal Cyclic Loading at Sea

Figure 17

Relationship between energy dissipation coefficient of long spiral belled pile and cycle times under various loads. (a) ±0.53 kN. (b) ±0.63 kN. (c) ±0.73 kN. (d) ±0.83 kN. (e) ±0.93 kN. (f) ±1.03 kN.

(a)

(b)

(c)

(d)

(e)

(f)