Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling

Figure 10

(a) Sensitivity analysis; Parametric study of (b) clay fraction, (c) Atterberg limits, (d) maximum dry density, (e) optimum moisture content, (f) swell percent, (g) natural water content, (h) sand, and (i) silt, for GEP and MEP models, respectively.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)