Research Article

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

Figure 3

Time evolution of the head, 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 .
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