Refer to Figure 11 44 Estimate the primary consolidation settlement in the clay layer Given Icirc Iuml 85 kN m2 H1 2 m H2 4 m and H3 6 m Soil characteristics are as follows cent Sand e 0 65 Gs 2 66 cent Clay LL 54 e 0 98 Gs 2 74 o 150 kN m C, C, 6 ...

C c 0009LL 10 000954 10 0396 0138 m 13 ...

Refer to Figure 11.44. Estimate the primary consolidation settlement in the clay layer. Given: ÎÏ = 85

Question:

Refer to Figure 11.44. Estimate the primary consolidation settlement in the clay layer. Given: Î”Ïƒ = 85 kN/m2; H1 = 2 m; H2 = 4 m; and H3 = 6 m. Soil characteristics are as follows:
€¢ Sand: e = 0.65; Gs = 2.66
€¢ Clay: LL = 54; e = 0.98; Gs = 2.74