Consider the soil profile shown in Figure 11.44 subjected to the uniformly distributed load, Îs, on the
Question:
Sand
Clay
Estimate the primary consolidation settlement in the clay if
a. The clay is normally consolidated
b. The preconsolidation pressure Ï'c = 105 kN/m2
Transcribed Image Text:
ya = 17.9 kN/m, Ysat-18.5 kN/m3 Ysar = 18.3 kN/m"; LL = 38; e = 0.73; Cs
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