Fig. 8
From: Effect of geopolymer treatment on the ultimate bearing capacity of sabkha soil under axial loading
Contour results for displacement behavior beneath foundation at different thicknesses of treated soil layer; (a) Hm=10 mm, at applied load = 191 N (b) Hm=30 mm, at applied load = 521.4 N, and ( c) Hm=50 mm, at applied load = 711 N.
