Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure

Figure 17

Comparison of the measured and calculated permanent axial strains. (a) CSR = 0.208. (b) CSR = 0.278. (c) CSR = 0.347. (d) CSR = 0.486. (e) CSR = 0.625.

(a)

(b)

(c)

(d)

(e)