A rectangular foundation 4 m x 6 m transmits stress of 300 kPa on the surface of a soil deposit, as shown in the figure. Determine the increase in vertical stress in kPa at 5 m below point C, Use Boussinesq's equation. *

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Q: 600 80 500 MPa 600- 10 psi 80 60 400 400 60 300 40 40 200 200 20 20 100 todos 0.005 0.05 0.10 0.15…

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Q: Can I delete this question so that others cant see it?

A: yes delete it

Q: How did you get the f'c?

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Q: Can you show how to do part d I had the first 3 parts done before. I was confused with part D

A: In situ void ratio of top soil (et) = 0.47 Void ratio of borrow soil (eb) = 0.71

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