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

<div>The relationship between BCR and <i>H</i>: (a) TG geobelt (<i>U</i> = 50 mm; LDR = 33.3%); (b) CPE geobelt (<i>U</i> = 50 mm; LDR = 33.3%).</div>

Advances in Materials Science and Engineering

fig11

Figure 11

Figure 11: In Situ Testing of Square Footing Resting on Geobelt-Reinforced Gravel Thin Cushion on Soft Silt 