Mathematical Problems in Engineering

Research Article

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

Figure 2

Time evolution of the saturation, 𝑡 = 𝑖 𝑇 o u t / 2 0 , 𝑖 = 0 , … , 2 0 ; 𝑇 o u t = 5 0 1 6 . Left curve at 𝑡 = 0 , right curve for 𝑡 = 𝑇 o u t .
163020.fig.002