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Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 3 (Q.No. 17)
Soil Mechanics and Foundation Engineering
17.
Terzaghi's analysis assumes :
soil is homogeneous and isotropic
elastic zone has straight boundaries inclined at ψ = φ to the horizontal and plastic zones fully developed
failure zones do not extend above the horizontal plane through the base of the footing
all the above.
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