a 16-pile group has to be arranged in the form of
A 16-pile group has to be arranged in the form of a square in soft clay with uniform spacing. Neglecting end-bearing, verify the optimum value of the spacing of the piles in terms of the pile diameter, suppose a shear mobilisation factor of 0.6.
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a group of 16 piles of 50 cm diameter is arranged with a centre to centre spacing of 10 m the piles are 9 m long and are embedded in soft clay with
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a square group of 9 piles was driven into soft clay extending to a large depth the diameter and length of the piles were 30 cm and 9 m respectively
a 16-pile group has to be arranged in the form of a square in soft clay with uniform spacing neglecting end-bearing verify the optimum value of the
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describe the basic difference in the bearing capacity computation of shallow and deep foundationshow are skin frictions and point resistance of a
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