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a) Explain Terzaghi's theory of bearing capacity of shallow strip foundations. Determine the three bearing capacity factors and give their values for Φ = 0' case.
(b) Descreibe how this procedure is modified for square and rectangular footings. How is local shear failure accounted for?
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a) Explain Terzaghi's theory of bearing capacity of shallow strip foundations. Determine the three bearing capacity factors and give their values for Φ = 0' case. (b) Descreib
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what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
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