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1. (25 points) The soil profile at a site consists of a layer of fine sand...

Question:

1. (25 points) The soil profile at a site consists of a layer of fine sand 5 m thick above a layer of clay 4 m thick. Below t
1. (25 points) The soil profile at a site consists of a layer of fine sand 5 m thick above a layer of clay 4 m thick. Below the clay is a layer of impermeable rock. The groundwater table was observed at 2 m below ground level. The unit weight of the sand above and below the water table is 20 KN/m'. The water content of the clay is 25% and its dry unit weight is 15 KN/m'. The compression and recompression indices of the clay are 0.2 and 0.05, respectively. The building will impose a vertical stress of 150 kPa. Estimate the primary consolidation settlement of the clay. The over-consolidation margin of this soil is 80 KPa.

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Solution Aaron and of court W: 257. Olay of TSV 1877 CO2 C 0.05 Ao IsokPa p. c = ookPa. Ho= 4000 mm (reather = ralltw) Impermfeel free to reach out to me through comment section if any doubt comes, and if you like my work then please thumbs up

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