A soil profile consists of three layers, where the top layer is sand soil with unit weight of 17 kN/m², and thickness of 2 meters. The mid layer is soil clay with unit weight of 19 kN/m?, ec= 0.9, C= 0.9, C= 0.15, OCR= 1.5, and the thickness is 5 meters. The bottom layer is sand soil with unit weight of 17 kN/m³ with a thickness of 6 meters. Water table is one meter below the surface level. (a) Estimate the total consolidation settlement, caused by the application of a square footing of 3 meters each side, and q= 200 kN/m?. |(b) The change in total consolidation settlement if the water table level lowers 2 m below.

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Q: 9. Problem: From the given soil profile shown, the ground surface is subjected to a uniform increase…

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A: Please refer the attached image for complete solution. THANK YOU.

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Q: layer of sand 4.50 m thick (Gs = 2.60 , e = 0.70 ,S = 0.85) is underlain with 5m thick clay layer…

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Q: FLOW OF WATER THROUGH STRATIFIED SOIL 1. Horizontal Flow 1 (K,h, +k2h2 +k3h3. K,hn) 2. Vertical Flow…

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Q: A 15m-thick soft clay layer

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A: PERMEABILITY

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Q: A horizontal stratified soil deposit consists of three layers each uniform in itself. The…

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Q: PROBLEM 50: Compute the compression  index of undisturbed clay having a plastic  limit of 32% and a…

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Q: ) A clay stratum has 2.5 m thickness and has initial overburden pressure of 45 kN/m2. The clay is…

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