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JosephR
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Homework Statement
A circular offshore foundation, with a diameter of 5ft rest 2ft below the surface of a dry sand. The sand's void ration = 0.5, Gs=2.7, ϕ'=35.
This footing is loaded to a load q=qu/5
The water table which was 10ft below the ground surface surface,now rises while the load on the foundation remains constant.
1) Compute the load on the foundation, before water table rises using Terzaghi's theory.
2) At what Height above the ground surface would the water level have to rise to float the foundation.
Homework Equations
Terzaghi's equation for circular foundation:
qu = 1.3c'Nc + qNq + 0.3BγNγ
Where q=γ*(depth of foundation)
Nc,Nq & Nγ are found using a table.
Fq=qu/γDf where Df= Embedment Depth of foundation here it's 2ft.
Fq=1+2[1+m(Df/B)](Df/B)Ku*tanϕ' Ku can be determined from a table.
The Attempt at a Solution
Here I pictured the solution and I'll post it here...
http://img253.imageshack.us/img253/4986/pb030002.jpg
http://img64.imageshack.us/img64/5879/pb030003.jpg
I just want to know if my solution is correct...Thanks in advance..
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