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the loading period for a building extended from feb 1957 to feb 1959 in feb 1962 the average measured settlement was found to be 117 mm the ultimate
a clay layer 24 metres thick has a saturated unit weight of 18 knm3 ground water level occurs at a depth of 4 metres it is proposed to construct a
a clay stratum of 18 metres thickness was found above a sand stratum when a boring was made the clay was consolidated under the present overburden
a footing foundation for a water tower carries a load of 9000 kn and is 36 metres square it rests on dense sand of 9 m thickness overlying a clay
a soft normally consolidated clay layer is 18 m thick the natural water content is 45 the saturated unit weight is 18 knm3 the grain specific
a rectangular area 4 m times 6 m carries a uniformly distributed load of 100 knm2 at the ground surface estimate the vertical pressure at a depth of
a strip load of considerable length and 15 m width transmits a pressure of 150 knm2 to the underlying soil verify the maximum principal stress at 075
what are the basic assumptions in boussinesqs theory of stress distribution in soils illustrate the vertical stress distribution on a horizontal
a rectangular foundation 2 m times 4 m transmits a uniform pressure of 450 knm2 to the underlying soil verify the vertical stress at a depth of 1
a raft of size 4 m-square carries a load of 200 knm2 verify the vertical stress increment at a point 4 m below the centre of the loaded area using
the load from a continuous footing of 18 metres width which may be considered to be a strip load of considerable length is 180 knm2 verify the
verify the intensity of vertical stress at a pointa line load of 100 knmetre run extends to a long distance verify the intensity of vertical stress
a raft of size 4 m times 4 m carries a uniform load of 200 knm2 using the point load approximation with four equivalent point loads measure the
stability of the upstream slope of an earth damgive the step by step procedure for examining the stability of the upstream slope of an earth dam by
in a drained triaxial compression test a saturated specimen of cohesionless sand fails at a deviator stress of 450 knm2 when the cell pressure was
q we have discussed three different color spaces rgb hsi and cmyk specify the need for multiple color spaces why can we not use only oneq a telescope
q discuss how wavelet transform is suitable for each application below you can give examples if you need toa multi-resolution analysis of signals
a cylindrical specimen of saturated clay 45 cm in diameter and 9 cm long is tested in an unconfined compression apparatussearch the cohesion if the
a granular soil is subjected to a minor principal stress of 200 knm2 if the angle of internal friction is 30deg verify the inclination of the plane
compute the fourier transform of the following functionfx exp - x2 2sigma2 cos 2pixkwhere sigma and k are constantswhat is the minimum sampling
consider the filter hnm describing the input-output relationship belowgnmfn-1m fnm-1 fn1m fnm1a what is the impulse response of this filterb
a cylindrical specimen of a saturated soil fails under an axial stress 150 knm2 in an unconfined compression test the failure plane makes an angle of
the stresses at failure on the failure plane in a cohesionless soil mass were shear stress 4 knm2 normal stress 10 knm2 verify the resultant stress
a bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay 6 m thick the water table is at a depth of 5 m below the
the thickness of a saturated specimen of clay under a consolidation pressure of 100 knm2 of is 24 mm and its water content is 20 on enhance of the