Refer to Figure 11.44. Estimate the primary consolidation settlement in the clay layer. Given: ÎÏ = 85
Question:
¢ Sand: e = 0.65; Gs = 2.66
¢ Clay: LL = 54; e = 0.98; Gs = 2.74
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o: = 150 kN/m²; C, =C, 6.
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