5. (25) Calculate and plot the consolidation settlement of the clay layer in nine month intervals for the first three years for the assumption that the height of the preloading soil layer is 5 m. The unit weight of the preloading soil is 18 kN/m3
4 m PRELOADING SILTY SAND 7 = 19.8 kN/m3 4 m 7 m CLAY (Normally Consolidated) Cy= 0.008 m2/day Cc = 0.32 eo= 1.05 Gs =2.6 ROCK
5. (25) Calculate and plot the consolidation settlement of the clay layer in nine month intervals for the first three ye
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5. (25) Calculate and plot the consolidation settlement of the clay layer in nine month intervals for the first three ye
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