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a explain terzaghis theory of bearing capacity of shallow strip foundations determine the three bearing capacity factors and give their values
a describe the recommended construction practices to avoid deterimental differential settlement in large structuresb what is meant by bearing
describe general shear failure and local shear failure differentiate amongi shallow foundation and deep foundationii gross and net
explain the procedure of determining the safe bearing capacity based on the standard penetration testwrite short note oni floating foundation andii
state the effect of shape on the bearing capacitydifferentiate among safe bearing capacity and allowable soil pressurewrite critical notes on i
state the various factors that affect the bearing capacity of a shallow footingwrite short note critical notes on settlement of foundations how do
two load tests were conducted at a site-one with a 05 m square test plate and the other with a 10 m square test plate for a settlement of 25 mm the
a footing 2 m square is founded at a depth of 15 m in a sand deposit for which the corrected value of n is 27 the water table is at a depth of 2 m
a continuous wall footing 1 m wide rests on sand the water table lying at a great depth the corrected n-value for the sand is 10 verify the load
a loading test was conducted with a 300 mm square plate at depth of 1 m under the ground surface in pure clay deposit the water table is situated at
a steam turbine with base 6 m times 36 m weighs 10000 kn it is to be placed on a clay soil with c 135 knm2 find the size of the foundation needed if
what is the safe bearing capacity of a rectangular footing 1 m times 2 m placed at a depth of 2 m in an saturated clay having unit weight of 20 knm3
a circular footing is resting on a stiff saturated clay with qu 250 knm2 the depth of foundation is 2 m verify the diameter of the footing if the
compute the safe bearing capacity of a square footing 15 m times 15 m located at a depth of 1 m below the ground level in a soil of average density
a continuous footing of width 25 m rests 15 m below the ground surface in clay the unconfined compressive strength of the clay is 150 knm2measure the
determine the elastic settlement of a rectangular foundation 6 m times 12 m on a uniform sand with e 20000 knm2 and poissons ratio 02 the
a masonry retaining wall of trapezoidal section with the vertical face on the earth side is 15 m wide at the top and 35 m wide at the base and is 50
a retaining wall 45 m high retains a soil with c 2 ncm2 phi 30deg and g 20 knm3 with horizontal surface level with the top of the wall
a wall with a smooth vertical back 9 m high ropes a purely cohesive soil with c 10 knm2 and gamma 18 knm3state the total rankine active thrust
a 9 metre high retaining wall retains a soil with the following properties phi 36deg gamma 18 knm3what will be the enhance in horizontal thrust if
a retaining wall with a smooth vertical back 45 m high retains a dry cohesionless backfill level with the top of the wall gamma 186 knm3 and phi
a retaining wall 12 metres high is proposed to hold sand the values of void ratio and phi in the loose state are 063 and 30deg whereas they are 042
a wall with a smooth vertical back and 9 metres high retains a moist cohesionless soil with a horizontal surface the soil weighs 15 knm3 and has an
with the aid of mohrs circle diagram describe what means by active and passive rankine states is in a cohesionless soil with a horizontal surface as
distinguish among active and passive earth pressuredescribe clearly rebhanns graphical construction method to evaluate the earth pressure on a