Research Article
One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient
Figure 8
Influences of geometric suppositions on the dissipation of excess pore water pressure. (a) Curves of excess pore water pressure versus Lagrangian coordinate a when Tv = 0.5. (b) Curves of excess pore water pressure versus time factor Tv at z = 10 m.
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