Research Article

Using Global Characteristics of a Centrifuge Outflow Experiment to Determine Unsaturated Soil Parameters

Figure 13

Time evolution of the saturation for 𝑡 = 𝑖 𝑇 𝑒 / 1 0 , 𝑖 = 0 , , 1 0 , with 𝛾 5 , 𝐾 𝑠 , 2 0 , 𝑇 𝑒 = 9 8 .
163020.fig.0013