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

Figure 11

Time evolution of the saturation for 𝑡=𝑖𝑇_𝑒/10, 𝑖=0,…,10, (a) 𝛾₀, 𝐾_𝑠=𝐾_𝑠,0, 𝑇_𝑒=1516; (b) 𝛾₀, 𝐾_𝑠,10, 𝑇_𝑒=167.

(a)

(b)