Research Article
In Situ Testing of Square Footing Resting on Geobelt-Reinforced Gravel Thin Cushion on Soft Silt
Figure 19
The relationship between SDR and H: (a) TG geobelt (N = 2; LDR = 33.3%); (b) CPE geobelt (N = 2; LDR = 33.3%).
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