Research Article
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.
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(b) |
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