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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

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 2018media%2F399%2F39970207-02aa-4d96-be42-ca

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