What is the difference between primary consolidation and secondary consolidation of a foundation soil? 1. 2. A compressible soil layer is 8.5 un thick and its initial void ratio is 1.046. Tests and computations indicate that the final void ratio after construction of a building will be 0.981. What will be the settlement of the building? 3. A new building is planned upon the site shown below. Assume that the clay solids have a specific Eravity of 2 67. Find the primary consolidation setlement at the mid-depth of the clay layer if the clay is nomally consolidated. Sand 8 feet 110pcf. Water Table 7 feet 7m, ? 15 pcf Clay , w-34%, LL 50%, y,,-120 pcf 17 feet Jatari, Spring 2018
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