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A piece of clay taken from a sampling tube has a wet weight of 1.553 N and volume of 95.3 cm3. After drying in an oven for 24 hours at 105°C, its weight 1.087 N. Suppose the specific gravity of the soil particles as 2.75, verify the void ratio and degree of saturation of the clay sample
Q. Influence of Pressure in the Soil? Figure shows the stress state beneath a footing. The steady state situation prior to footing as well as qualitative variation of pressure
explain about forces acting on a piling wall
by estimation
Define the term- erection stresses The creep loss due to live load stress, erection stresses and other stresses of short duration may be ignored. The loss of prestress due to
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scale and sludge formation in boilears
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Physical Tests on Cement (a) Soundness Test: by sieve analysis, it is conducted. 100 gms of cement is taken and sieved throughout IS sieve No. 9 for fifteen minutes. Residue on
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