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

Figure 12

Time evolution of the saturation for 𝑡=𝑖𝑇_𝑒/10, 𝑖=0,…,10, (a) 𝛾₅, 𝐾_𝑠,10, 𝑇_𝑒=187; (b) 𝛾₁₀, 𝐾_𝑠,10, 𝑇_𝑒=190.

(a)

(b)