describe the basic difference in the bearing
Describe the basic difference in the bearing capacity computation of shallow and deep foundations.
How are skin frictions and point resistance of a pile computed?
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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
a square pile group of 9 piles passes by a recently filled up material of 45 m depth the diameter of the pile is 30 cm and pile spacing is 90 cm
creep occurs secondary compression after consolidation settlements we defined consolidation settlement as that compression during which excess pore
according to national building code sp7 1970 the differential settlement shall be kept within the limits to which the superstructure can accommodate
describe the basic difference in the bearing capacity computation of shallow and deep foundationshow are skin frictions and point resistance of a
a wood pile of 10 m length is driven by a 1500 kg drop hammer falling by 3 m to a final set equal to 125 cm per blowmeasure the safe load on the pile
a 30 cm diameter pile penetrates a deposit of soft clay 9 m deep and rests on sand compute the skin friction resistancethe clay has unit cohesion of
a square pile group of 9 piles of 25 cm diameter is arranged with a pile spacing of 1m the length of the piles is 9 m unit cohesion of the clay is 75
state the group efficiency of a rectangular group of piles with 4 rows 3 piles per row the uniform pile spacing being 3 times the pile diameter if
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