One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient

<div>Influence of geometric suppositions on <i>U</i><sub>pt</sub> under different <i>i</i><sub>0</sub>.</div>

Advances in Civil Engineering

Figure 10: One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient 