In Situ Testing of Square Footing Resting on Geobelt-Reinforced Gravel Thin Cushion on Soft Silt

Figure 12

The relationship between BCR and geobelt type: (a) U = 50 mm, H = 100 mm, LDR = 33.3%, and N = 2; (b) U = 50 mm, H = 150 mm, LDR = 33.3%, and N = 2.

(a)

(b)